https://singh-group-ut.github.io/tags/hazards-engineering/Hazards EngineeringHugo Blox Builder (https://hugoblox.com)en-usSat, 15 Nov 2025 00:00:00 +0000https://singh-group-ut.github.io/media/sharing.jpghttps://singh-group-ut.github.io/tags/hazards-engineering/https://singh-group-ut.github.io/research/cfs10-building-test-program/Sat, 15 Nov 2025 00:00:00 +0000https://singh-group-ut.github.io/research/cfs10-building-test-program/<p>The program involved testing of a full-scale 10-story cold-formed steel (CFS)-framed building subject to earthquake and fire hazard scenarios. Built on the NHERI 6-DOF Large High Performance Outdoor Shake Table (LHPOST6), the specimen exceeded ASCE 7-22 height limits, integrated several nonstructural components, and employed modular and panelized construction methods.</p> <p>The program enabled:</p> <ul> <li>Validating analytical models for tall CFS building under seismic shaking</li> <li>Quantifying damage for nonstructural elements such as suspended ceilings, resilient stairs, fire sprinkler and gas piping systems, windows and doors, and roof-mounted mechanical equipment.</li> </ul> <p>Explore the linked program website for technical publications and media from the ambitious CFS10 experimental program.</p> <p>Funding: National Science Foundation (NSF) CMMI Awards #1663569 and #1663348, Collaborative Research: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings.</p> <h2 id="publications">Publications</h2> <div id="top" class="not-prose flex flex-wrap gap-x-6 gap-y-2 text-blue-600 dark:text-blue-400"> <a href="#journal-articles" class="no-underline hover:no-underline">[Journal Articles]</a> <a href="#conference-papers" class="no-underline hover:no-underline">[Conference Papers]</a> <a href="#presentations--posters" class="no-underline hover:no-underline">[Presentations &amp; Posters]</a> </div><section class="pub-section" id="journal-articles"> <h2>Journal Articles</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J11)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > D. Rivera </span> , <span > S. Sorosh </span> , <span class="font-bold"> A. Singh </span> , <span > J. Zhang </span> , <span > R. Ji </span> , <span > M. M. Eladly </span> , <span > F. Cyizere Rukundo </span> , <span > D. Rivera </span> , <span > M. Ellis </span> , <span > L. Padgett </span> , <span > H. Jones </span> , <span > J. Karns </span> , <span > R. Belvin </span> , <span > K. Smith </span> , <span > D. Stewart </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2026).<a href="https://singh-group-ut.github.io/publications/j11-towards-cold-formed-steel-modular-construction-in-tall-build/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Towards Cold-Formed Steel Modular Construction in Tall Building Systems: Investigation within a Landmark 10-story Building Shake Table Test Program</a>. <span class="italic">Structures</span> (In Preparation) <div class="flex flex-wrap space-x-3"> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j11-towards-cold-formed-steel-modular-construction-in-tall-build/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J10)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > S. Sorosh </span> , <span > X. Zhang </span> , <span > D. Rivera </span> , <span > F. Cyizere Rukundo </span> , <span > J. Zhang </span> , <span > S. Fathali </span> , <span > D. T. Cook </span> , <span > M. S. Speicher </span> , <span > S. Sattar </span> , <span > R. G. Guy </span> , <span > M. D. Kohler </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2026).<a href="https://singh-group-ut.github.io/publications/j10-full-scale-10-story-cold-formed-steel-building-shake-table-t/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Benchmarking Multi-hazard (Earthquake and Fire) Resilience of a 10-story Cold-formed Steel-framed Building. Part 2: Nonstructural Component Seismic Performance</a>. (In Preparation) <div class="flex flex-wrap space-x-3"> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j10-full-scale-10-story-cold-formed-steel-building-shake-table-t/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J9)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > T. C. Hutchinson </span> , <span > J. Zhang </span> , <span > S. Sorosh </span> , <span > R. Ji </span> , <span > D. Rivera </span> , <span > X. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > F. Cyizere Rukundo </span> , <span > M. M. Eladly </span> , <span > H. Jones </span> , <span > J. Karns </span> , <span > L. Padgett </span> , <span > R. L. Emberley </span> , <span > T. Gernay </span> , <span > B. J. Meacham </span> , <span > B. W. Schafer </span> </span>(2026).<a href="https://singh-group-ut.github.io/publications/j9-full-scale-10-story-cold-formed-steel-building-shake-table-t/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Benchmarking Multi-hazard (Earthquake and Fire) Resilience of a 10-story Cold-formed Steel-framed Building. Part 1: Program Overview and Seismic Behavior</a>. <span class="italic">Engineering Structures</span> (In Review) <div class="flex flex-wrap space-x-3"> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j9-full-scale-10-story-cold-formed-steel-building-shake-table-t/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="conference-papers"> <h2>Conference Papers</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C28)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > M. M. Eladly </span> , <span > Z. Zhang </span> , <span > J. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > M. S. Speicher </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2026, September).<a href="https://singh-group-ut.github.io/publications/c28-pre-test-evaluation-of-ground-motion-sequence-effects-on-a-t/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Pre-Test Evaluation of Ground Motion Sequence Effects on a Ten-Story Cold-Formed Steel Framed Building</a>. <span class="italic">Proceedings of the 11th European Scientific Conference on Steel and Composite Structures (Eurosteel 2026), Cracow, Poland.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1002/cepa.70738" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c28-pre-test-evaluation-of-ground-motion-sequence-effects-on-a-t/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C27)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > M. S. Speicher </span> , <span > F. Cyizere Rukundo </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2026, July).<a href="https://singh-group-ut.github.io/publications/c27-application-of-360-degree-imaging-and-construction-progress-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Application of 360 Degree Imaging and Construction Progress Documentation Platforms in Large-scale Experiments: a CFS10 Case Study</a>. <span class="italic">Proceedings of the 13th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Portland, OR.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://www.researchgate.net/publication/411053644_Application_of_360_Degree_Imaging_and_Construction_Progress_Documentation_Platforms_in_Large-scale_Experiments_a_CFS10_Case_Study" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c27-application-of-360-degree-imaging-and-construction-progress-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C25)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > J. Zhang </span> , <span > M. M. Eladly </span> , <span class="font-bold"> A. Singh </span> , <span > F. Cyizere Rukundo </span> , <span > J. Karns </span> , <span > H. Jones </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2026, July).<a href="https://singh-group-ut.github.io/publications/c25-performance-of-continuous-tie-rod-systems-within-a-10-story-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Performance of Continuous Tie-Rod Systems within a 10-Story Cold-Formed Steel Shake Table Tested Building</a>. <span class="italic">Proceedings of the 13th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Portland, OR.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://escholarship.org/content/qt6460020r/qt6460020r.pdf" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c25-performance-of-continuous-tie-rod-systems-within-a-10-story-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C24)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > M. M. Eladly </span> , <span > Z. Zhang </span> , <span > J. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2026, July).<a href="https://singh-group-ut.github.io/publications/c24-pretest-assessment-of-a-ten-story-cold-formed-steel-framed-b/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Pre-Test Assessment of a Ten-Story Cold-Formed Steel-framed Building under MCEᵣ-Level Ground Motions</a>. <span class="italic">Proceedings of the 13th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Portland, OR.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://escholarship.org/content/qt6185106c/qt6185106c.pdf" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c24-pretest-assessment-of-a-ten-story-cold-formed-steel-framed-b/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C23)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > S. Sorosh </span> , <span > X. Zhang </span> , <span > J. Zhang </span> , <span > F. Cyizere Rukundo </span> , <span > M. M. Eladly </span> , <span > R. Ji </span> , <span > D. Rivera </span> , <span > L. Padgett </span> , <span > B. J. Meacham </span> , <span > T. Gernay </span> , <span > R. L. Emberley </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2026, May).<a href="https://singh-group-ut.github.io/publications/c23-physical-damage-measured-response-correlation-for-nonstructu/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Physical Damage - Measured Response Correlation for Nonstructural Components Tested under Multi-hazard (Earthquake and Fire) Demands in the CFS10 Building</a>. <span class="italic">In Structures Congress 2026. 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Jones </span> </span>(2022, October).<a href="https://singh-group-ut.github.io/publications/c11-structural-design-narrative-of-the-cfs-nheri-10-story-test-b/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Structural Design Narrative of the CFS-NHERI 10-story Test Building for Multi-dimensional Shake Table Testing</a>. <span class="italic">Proceedings of the Cold-Formed Steel Research Consortium Colloquium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="http://jhir.library.jhu.edu/handle/1774.2/67720" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singhetal_CFSRC_Colloquium2022.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c11-structural-design-narrative-of-the-cfs-nheri-10-story-test-b/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C10)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > J. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> , <span > X. Wang </span> </span>(2022, October).<a href="https://singh-group-ut.github.io/publications/c10-seismic-analysis-of-the-10-story-cfs-nheri-building/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Seismic Analysis of the 10-Story CFS-NHERI Building</a>. <span class="italic">Proceedings of the Cold-Formed Steel Research Consortium Colloquium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="http://jhir.library.jhu.edu/handle/1774.2/67715" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c10-seismic-analysis-of-the-10-story-cfs-nheri-building/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="presentations--posters"> <h2>Presentations &amp; Posters</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P10)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > J. Zhang </span> , <span > S. Sorosh </span> , <span > M. M. Eladly </span> , <span class="font-bold"> A. Singh </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2026, May).<a href="https://singh-group-ut.github.io/publications/p10-findings-from-the-cfs10-multi-hazard-test-program-practice-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Findings from the CFS10 Multi-Hazard Test Program: Practice-Oriented Numerical Modeling and Preliminary Model-Experiment Comparison of a 10-story Shake Table Tested Cold-Formed Steel Building</a>. <span class="italic">ASCE Structures Congress 2026, Boston, MA.</span> <div class="flex flex-wrap space-x-3"> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p10-findings-from-the-cfs10-multi-hazard-test-program-practice-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P9)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > T. C. Hutchinson </span> , <span > M. M. Eladly </span> , <span > R. Emberley </span> , <span > T. Gernay </span> , <span > H. Jones </span> , <span > J. Karns </span> , <span > L. Padgett </span> , <span > F. Cyizere Rukundo </span> , <span > D. Rivera </span> , <span > L. Seifert </span> , <span class="font-bold"> A. Singh </span> , <span > S. Sorosh </span> , <span > J. Zhang </span> , <span > B. W. Schafer </span> </span>(2025, January).<a href="https://singh-group-ut.github.io/publications/p9-cfs10-full-scale-shake-table-earthquake-and-fire-test-progra/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> CFS10: Full-scale Shake Table (Earthquake and Fire) Test Program on a 10-story Cold-formed Steel Building</a>. <span class="italic">2025 SEAOC Convention, San Diego, CA.</span> <div class="flex flex-wrap space-x-3"> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p9-cfs10-full-scale-shake-table-earthquake-and-fire-test-progra/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P8)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > J. Zhang </span> , <span > D. Rivera </span> , <span > M. M. Eladly </span> , <span > R. Ji </span> , <span > T. Gernay </span> , <span > R. Emberley </span> , <span > B. Meacham </span> , <span > K. D. Peterman </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2024, May).<a href="https://singh-group-ut.github.io/publications/p8-innovations-in-cold-formed-steel-design-and-construction-tow/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Innovations in Cold-Formed Steel Design and Construction: Towards Tall, Fast, Dry, Multi-hazard Resilience</a>. <span class="italic">Natural Hazards Research Summit 2024, College Park, MD.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.17603/ds2-h8wt-3f30" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singhetal_NHERI_Summit2024.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="m2.25 15.75l5.159-5.159a2.25 2.25 0 0 1 3.182 0l5.159 5.159m-1.5-1.5l1.409-1.409a2.25 2.25 0 0 1 3.182 0l2.909 2.909m-18 3.75h16.5a1.5 1.5 0 0 0 1.5-1.5V6a1.5 1.5 0 0 0-1.5-1.5H3.75A1.5 1.5 0 0 0 2.25 6v12a1.5 1.5 0 0 0 1.5 1.5m10.5-11.25h.008v.008h-.008zm.375 0a.375.375 0 1 1-.75 0a.375.375 0 0 1 .75 0"/></svg> Poster </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p8-innovations-in-cold-formed-steel-design-and-construction-tow/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P7)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > J. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> </span>(2023, April).<a href="https://singh-group-ut.github.io/publications/p7-numerical-investigation-of-the-response-of-a-mid-rise-cold-f/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Numerical Investigation of the Response of a Mid-rise Cold-Formed Steel Building under the Türkiye/Syria Earthquake Sequence Scenario</a>. <span class="italic">2023 EERI Annual Meeting, San Francisco, CA.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/ZhangJetal_EERI_Annual_Meeting_2023_Poster.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="m2.25 15.75l5.159-5.159a2.25 2.25 0 0 1 3.182 0l5.159 5.159m-1.5-1.5l1.409-1.409a2.25 2.25 0 0 1 3.182 0l2.909 2.909m-18 3.75h16.5a1.5 1.5 0 0 0 1.5-1.5V6a1.5 1.5 0 0 0-1.5-1.5H3.75A1.5 1.5 0 0 0 2.25 6v12a1.5 1.5 0 0 0 1.5 1.5m10.5-11.25h.008v.008h-.008zm.375 0a.375.375 0 1 1-.75 0a.375.375 0 0 1 .75 0"/></svg> Poster </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p7-numerical-investigation-of-the-response-of-a-mid-rise-cold-f/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section>https://singh-group-ut.github.io/research/nonstructural-element-database/Sat, 15 Feb 2025 00:00:00 +0000https://singh-group-ut.github.io/research/nonstructural-element-database/<p>The Nonstructural Element Database (NED) aggregates experimental and field performance data for ceilings, piping, façades, elevators, and other systems that govern downtime in modern buildings. Records ingest measurements from experimental programs since 2010s, FEMA P-58 background documentation, and reconnaissance observations so that researchers can compare detailing, demand parameters, and observed limit states within a unified schema.</p> <p>Key features include:</p> <ul> <li>Component-specific hierarchical information (detail, material, and size classes) tied to experiment measurements.</li> <li>Open-source, SQL-based relational database.</li> <li>Fragility functions that feed into resilience frameworks, enabling estimation of functional recovery metrics (repair time and cost).</li> </ul> <p>NED supports development of new fragility functions for wide range of nonstructural elements through a centralized source with traceable knowledge .</p> <p>Funding: National Institute of Standards and Technology (NIST).</p> <h2 id="publications">Publications</h2> <div id="top" class="not-prose flex flex-wrap gap-x-6 gap-y-2 text-blue-600 dark:text-blue-400"> <a href="#conference-papers" class="no-underline hover:no-underline">[Conference Papers]</a> </div><section class="pub-section" id="conference-papers"> <h2>Conference Papers</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C26)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > D. T. Cook </span> , <span > J. Bhatta </span> , <span class="font-bold"> A. Singh </span> , <span > M. M. Eladly </span> , <span > A. Zsarnóczay </span> , <span > S. Sattar </span> , <span > B. W. Schafer </span> , <span > M. S. Speicher </span> </span>(2026, July).<a href="https://singh-group-ut.github.io/publications/c26-development-of-nonstructural-fragility-models-using-an-expan/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Development of Nonstructural Fragility Models Using an Expanded Research Database</a>. <span class="italic">Proceedings of the 13th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Portland, OR.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://www.researchgate.net/publication/411041110_Development_of_Nonstructural_Fragility_Models_Using_an_Expanded_Research_Database" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c26-development-of-nonstructural-fragility-models-using-an-expan/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C23)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > S. Sorosh </span> , <span > X. Zhang </span> , <span > J. Zhang </span> , <span > F. Cyizere Rukundo </span> , <span > M. M. Eladly </span> , <span > R. Ji </span> , <span > D. Rivera </span> , <span > L. Padgett </span> , <span > B. J. Meacham </span> , <span > T. Gernay </span> , <span > R. L. Emberley </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2026, May).<a href="https://singh-group-ut.github.io/publications/c23-physical-damage-measured-response-correlation-for-nonstructu/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Physical Damage - Measured Response Correlation for Nonstructural Components Tested under Multi-hazard (Earthquake and Fire) Demands in the CFS10 Building</a>. <span class="italic">In Structures Congress 2026. Reston, VA: American Society of Civil Engineers.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1061/9780784486924.024" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c23-physical-damage-measured-response-correlation-for-nonstructu/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C17)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > D. T. Cook </span> , <span > J. Bhatta </span> , <span class="font-bold"> A. Singh </span> , <span > M. M. Eladly </span> , <span > A. Zsarnóczay </span> , <span > S. Sattar </span> , <span > B. W. Schafer </span> , <span > M. S. Speicher </span> </span>(2026, March).<a href="https://singh-group-ut.github.io/publications/c17-an-open-source-nonstructural-element-database-to-shorten-the/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> An Open-Source Nonstructural Element Database to Shorten the Tech Transfer Gap Between Nonstructural Research and Building Design</a>. <span class="italic">Proceedings of the 6th International Workshop on Seismic Performance of Non-Structural Elements (SPONSE), Yokohama, Japan.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://www.researchgate.net/publication/407237812_An_Open-Source_Nonstructural_Element_Database_to_Streamline_Tech_Transfer_Between_Nonstructural_Research_and_Building_Design" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c17-an-open-source-nonstructural-element-database-to-shorten-the/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section>https://singh-group-ut.github.io/research/numerical-modeling-of-cfs-buildings/Thu, 01 Jun 2023 00:00:00 +0000https://singh-group-ut.github.io/research/numerical-modeling-of-cfs-buildings/<p>This research thread develops and validates numerical models that capture the nonlinear behavior of cold-formed steel (CFS) buildings. The different approaches employ zero-length OpenSees elements with calibrated pinching4 material behavior, rigid or discretized diaphragm formulations. Calibration of components is based on data from CFS-NHERI wall-line, CFS-HUD and CFS-NHERI shake-table tests among other sources. backbone curves and degrading hysteresis rules The effort focuses on:</p> <ul> <li>Translating full-scale test observations into numerical model of buildings explicitly considering shear walls, gravity walls, and different tie-down details.</li> <li>Enabling performance-based design through analyses using service-level and MCE-level input motions to collapse assessment.</li> </ul> <p>Reusable modular scripts support engineers designing next-generation CFS structures.</p> <p>Funding: National Science Foundation (NSF) CMMI Awards #1663569 and #1663348, Collaborative Research: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings.</p> <h2 id="publications">Publications</h2> <div id="top" class="not-prose flex flex-wrap gap-x-6 gap-y-2 text-blue-600 dark:text-blue-400"> <a href="#journal-articles" class="no-underline hover:no-underline">[Journal Articles]</a> <a href="#conference-papers" class="no-underline hover:no-underline">[Conference Papers]</a> <a href="#presentations--posters" class="no-underline hover:no-underline">[Presentations &amp; Posters]</a> <a href="#theses" class="no-underline hover:no-underline">[Theses]</a> </div><section class="pub-section" id="journal-articles"> <h2>Journal Articles</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J8)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > M. S. Speicher </span> , <span > K. D. Peterman </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2026).<a href="https://singh-group-ut.github.io/publications/j8-predicted-lateral-response-of-finished-cold-formed-steel-fra/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Predicted Lateral Response of Finished Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls</a>. (In Preparation) <div class="flex flex-wrap space-x-3"> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j8-predicted-lateral-response-of-finished-cold-formed-steel-fra/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J7)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > M. S. Speicher </span> , <span > K. D. Peterman </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2025).<a href="https://singh-group-ut.github.io/publications/j7-modeling-cold-formed-steel-framed-wall-lines-with-steel-shee/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Modeling Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls</a>. <span class="italic">Thin-Walled Structures, 214, 113408</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1016/j.tws.2025.113408" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j7-modeling-cold-formed-steel-framed-wall-lines-with-steel-shee/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J6)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > Z. Zhang </span> , <span > X. Wang </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2025).<a href="https://singh-group-ut.github.io/publications/j6-practice-oriented-numerical-model-for-seismic-response-of-co/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Practice-oriented Numerical Model for Seismic Response of Cold-formed Steel-framed Mid-rise Buildings</a>. <span class="italic">Engineering Structures, 319, 118833</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1016/j.engstruct.2024.118833" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j6-practice-oriented-numerical-model-for-seismic-response-of-co/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="conference-papers"> <h2>Conference Papers</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C28)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > M. M. Eladly </span> , <span > Z. Zhang </span> , <span > J. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > M. S. Speicher </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2026, September).<a href="https://singh-group-ut.github.io/publications/c28-pre-test-evaluation-of-ground-motion-sequence-effects-on-a-t/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Pre-Test Evaluation of Ground Motion Sequence Effects on a Ten-Story Cold-Formed Steel Framed Building</a>. <span class="italic">Proceedings of the 11th European Scientific Conference on Steel and Composite Structures (Eurosteel 2026), Cracow, Poland.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1002/cepa.70738" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c28-pre-test-evaluation-of-ground-motion-sequence-effects-on-a-t/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C24)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > M. M. Eladly </span> , <span > Z. Zhang </span> , <span > J. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> , <span > B. W. 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Wang </span> </span>(2022, October).<a href="https://singh-group-ut.github.io/publications/c10-seismic-analysis-of-the-10-story-cfs-nheri-building/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Seismic Analysis of the 10-Story CFS-NHERI Building</a>. <span class="italic">Proceedings of the Cold-Formed Steel Research Consortium Colloquium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="http://jhir.library.jhu.edu/handle/1774.2/67715" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c10-seismic-analysis-of-the-10-story-cfs-nheri-building/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C9)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span > M. S. Speicher </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2022, October).<a href="https://singh-group-ut.github.io/publications/c9-effects-of-modeling-decisions-on-the-lateral-performance-of-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Effects of Modeling Decisions on the Lateral Performance of Cold-Formed Steel Framed Walls</a>. <span class="italic">Proceedings of the Cold-Formed Steel Research Consortium Colloquium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="http://jhir.library.jhu.edu/handle/1774.2/67707" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c9-effects-of-modeling-decisions-on-the-lateral-performance-of-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C7)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span > M. S. Speicher </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2022, July).<a href="https://singh-group-ut.github.io/publications/c7-impact-of-detailing-on-the-lateral-performance-of-cold-forme/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Impact of detailing on the lateral performance of cold-formed steel framed walls</a>. <span class="italic">Proceedings of the 12th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Salt Lake City, UT.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://12ncee-assets.s3.us-east-2.amazonaws.com/library-assets/1663486813_10609_Zhang.pdf" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c7-impact-of-detailing-on-the-lateral-performance-of-cold-forme/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C2)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> </span>(2018, November).<a href="https://singh-group-ut.github.io/publications/c2-finite-element-modeling-and-validation-of-steel-sheathed-col/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Finite Element Modeling and Validation of Steel Sheathed Cold-Formed Steel Framed Shear Walls</a>. <span class="italic">CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures. 5, St. Louis, MO.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://scholarsmine.mst.edu/isccss/24iccfss/session9/5" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/SinghHutchinson_InternationalSpecialtyConference.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c2-finite-element-modeling-and-validation-of-steel-sheathed-col/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="presentations--posters"> <h2>Presentations &amp; Posters</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P7)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > J. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> </span>(2023, April).<a href="https://singh-group-ut.github.io/publications/p7-numerical-investigation-of-the-response-of-a-mid-rise-cold-f/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Numerical Investigation of the Response of a Mid-rise Cold-Formed Steel Building under the Türkiye/Syria Earthquake Sequence Scenario</a>. <span class="italic">2023 EERI Annual Meeting, San Francisco, CA.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/ZhangJetal_EERI_Annual_Meeting_2023_Poster.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="m2.25 15.75l5.159-5.159a2.25 2.25 0 0 1 3.182 0l5.159 5.159m-1.5-1.5l1.409-1.409a2.25 2.25 0 0 1 3.182 0l2.909 2.909m-18 3.75h16.5a1.5 1.5 0 0 0 1.5-1.5V6a1.5 1.5 0 0 0-1.5-1.5H3.75A1.5 1.5 0 0 0 2.25 6v12a1.5 1.5 0 0 0 1.5 1.5m10.5-11.25h.008v.008h-.008zm.375 0a.375.375 0 1 1-.75 0a.375.375 0 0 1 .75 0"/></svg> Poster </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p7-numerical-investigation-of-the-response-of-a-mid-rise-cold-f/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P6)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> </span>(2022, May).<a href="https://singh-group-ut.github.io/publications/p6-finite-element-modeling-and-validation-of-the-cfs-hud-6-stor/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Finite Element Modeling and Validation of the CFS-HUD 6-story Test Building</a>. <span class="italic">Cold-Formed Steel Research Consortium Summer Symposium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singh_CFSRC_2022SummerSymposium.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p6-finite-element-modeling-and-validation-of-the-cfs-hud-6-stor/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P1)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span > F. Derveni </span> , <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > H. Castaneda </span> , <span > S. Torabian </span> , <span > K. D. Peterman </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2020, March).<a href="https://singh-group-ut.github.io/publications/p1-simulation-of-cold-formed-steel-framed-shear-walls-for-build/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Simulation of Cold-Formed Steel Framed Shear Walls for Buildings: Efforts within CFS-NHERI</a>. <span class="italic">2020 National Earthquake Conference, San Diego, CA.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/ZhangZetal_NEC2020_Poster.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="m2.25 15.75l5.159-5.159a2.25 2.25 0 0 1 3.182 0l5.159 5.159m-1.5-1.5l1.409-1.409a2.25 2.25 0 0 1 3.182 0l2.909 2.909m-18 3.75h16.5a1.5 1.5 0 0 0 1.5-1.5V6a1.5 1.5 0 0 0-1.5-1.5H3.75A1.5 1.5 0 0 0 2.25 6v12a1.5 1.5 0 0 0 1.5 1.5m10.5-11.25h.008v.008h-.008zm.375 0a.375.375 0 1 1-.75 0a.375.375 0 0 1 .75 0"/></svg> Poster </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p1-simulation-of-cold-formed-steel-framed-shear-walls-for-build/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="theses"> <h2>Theses</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(T2)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> </span>(2023).<a href="https://singh-group-ut.github.io/publications/t2-seismic-behavior-of-cold-formed-steel-framed-wall-line-syste/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Seismic Behavior of Cold-Formed Steel-Framed Wall-Line Systems in Mid-Rise Buildings</a>. <span class="italic">Doctoral dissertation, University of California San Diego, La Jolla, CA.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://escholarship.org/uc/item/8z183193" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/t2-seismic-behavior-of-cold-formed-steel-framed-wall-line-syste/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section>https://singh-group-ut.github.io/research/cfs-nheri-wall-line-tests/Wed, 01 Jun 2022 00:00:00 +0000https://singh-group-ut.github.io/research/cfs-nheri-wall-line-tests/<p>The CFS-NHERI Wall-Line Test Program advanced understanding of the lateral behavior of cold-formed steel (CFS)-framed wall-lines with typical design details specified for mid- and high-rise CFS buildings. Each specimen combined shear walls placed in-line with gravity framing or window opening, with or without architectural finishes, and varying tie-down details. Full-scale testing was conducted at the NHERI outdoor shake table (LHPOST) and UCSD Structural Engineering Powell Labs.</p> <p>The program enabled:</p> <ul> <li>Capturing cyclic strength and stiffness degradation for CFS wall-lines under seismic demands.</li> <li>Calibrating numerical models for developing building-level seismic analyses.</li> </ul> <p>Visit the program website for media, technical papers and reports produced during the CFS-NHERI wall-line experiments.</p> <p>Funding: National Science Foundation (NSF) CMMI Awards #1663569 and #1663348, Collaborative Research: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings.</p> <h2 id="publications">Publications</h2> <div id="top" class="not-prose flex flex-wrap gap-x-6 gap-y-2 text-blue-600 dark:text-blue-400"> <a href="#journal-articles" class="no-underline hover:no-underline">[Journal Articles]</a> <a href="#conference-papers" class="no-underline hover:no-underline">[Conference Papers]</a> <a href="#presentations--posters" class="no-underline hover:no-underline">[Presentations &amp; Posters]</a> <a href="#technical-reports" class="no-underline hover:no-underline">[Technical Reports]</a> <a href="#datasets" class="no-underline hover:no-underline">[Datasets]</a> <a href="#theses" class="no-underline hover:no-underline">[Theses]</a> </div><section class="pub-section" id="journal-articles"> <h2>Journal Articles</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J8)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > M. S. Speicher </span> , <span > K. D. Peterman </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2026).<a href="https://singh-group-ut.github.io/publications/j8-predicted-lateral-response-of-finished-cold-formed-steel-fra/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Predicted Lateral Response of Finished Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls</a>. (In Preparation) <div class="flex flex-wrap space-x-3"> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j8-predicted-lateral-response-of-finished-cold-formed-steel-fra/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J7)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span class="font-bold"> A. Singh </span> , <span > M. S. Speicher </span> , <span > K. D. Peterman </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2025).<a href="https://singh-group-ut.github.io/publications/j7-modeling-cold-formed-steel-framed-wall-lines-with-steel-shee/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Modeling Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls</a>. <span class="italic">Thin-Walled Structures, 214, 113408</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1016/j.tws.2025.113408" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j7-modeling-cold-formed-steel-framed-wall-lines-with-steel-shee/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J5)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > Z. Zhang </span> , <span > K. D. Peterman </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2024).<a href="https://singh-group-ut.github.io/publications/j5-physical-damage-hysteretic-response-correlation-for-steel-sh/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Physical Damage-Hysteretic Response Correlation for Steel Sheet Sheathed Cold-formed Steel-framed Wall-lines</a>. <span class="italic">Earthquake Engineering &amp; Structural Dynamics, 53(3), 1195-1215</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1002/eqe.4061" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j5-physical-damage-hysteretic-response-correlation-for-steel-sh/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J4)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > Z. Zhang </span> , <span > F. Derveni </span> , <span > H. Castaneda </span> , <span > K. D. Peterman </span> , <span > B. W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2022).<a href="https://singh-group-ut.github.io/publications/j4-steel-sheet-sheathed-cold-formed-steel-framed-in-line-wall-s/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing</a>. <span class="italic">ASCE Journal of Structural Engineering, 148(12), 04022194</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1061/%28ASCE%29ST.1943-541X.0003434" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j4-steel-sheet-sheathed-cold-formed-steel-framed-in-line-wall-s/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(J3)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > Z. Zhang </span> , <span > F. Derveni </span> , <span > H. Castaneda </span> , <span > K. D. Peterman </span> , <span > B. W. Schafer </span> , <span > T.C. Hutchinson </span> </span>(2022).<a href="https://singh-group-ut.github.io/publications/j3-steelsheetsheathedcold-formedsteelframedin-linewallsystems-i/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. I: Impact of Structural Detailing</a>. <span class="italic">ASCE Journal of Structural Engineering, 148(12), 04022193</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1061/%28ASCE%29ST.1943-541X.0003433" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/j3-steelsheetsheathedcold-formedsteelframedin-linewallsystems-i/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="conference-papers"> <h2>Conference Papers</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C9)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span > M. S. Speicher </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2022, October).<a href="https://singh-group-ut.github.io/publications/c9-effects-of-modeling-decisions-on-the-lateral-performance-of-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Effects of Modeling Decisions on the Lateral Performance of Cold-Formed Steel Framed Walls</a>. <span class="italic">Proceedings of the Cold-Formed Steel Research Consortium Colloquium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="http://jhir.library.jhu.edu/handle/1774.2/67707" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c9-effects-of-modeling-decisions-on-the-lateral-performance-of-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C8)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > Z. Zhang </span> , <span > H. Castaneda </span> , <span > K.D. Peterman </span> , <span > B.W. Schafer </span> , <span > T. C. Hutchinson </span> </span>(2022, July).<a href="https://singh-group-ut.github.io/publications/c8-correlating-fastener-damage-to-hysteretic-response-and-perfo/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Correlating fastener damage to hysteretic response and performance levels in steel sheet sheathed CFS wall-lines</a>. <span class="italic">Proceedings of the 12th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Salt Lake City, UT.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://escholarship.org/uc/item/3f21t24x" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singhetal_12NCEE.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c8-correlating-fastener-damage-to-hysteretic-response-and-perfo/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C7)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span > M. S. Speicher </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> , <span > B. W. Schafer </span> </span>(2022, July).<a href="https://singh-group-ut.github.io/publications/c7-impact-of-detailing-on-the-lateral-performance-of-cold-forme/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Impact of detailing on the lateral performance of cold-formed steel framed walls</a>. <span class="italic">Proceedings of the 12th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Salt Lake City, UT.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://12ncee-assets.s3.us-east-2.amazonaws.com/library-assets/1663486813_10609_Zhang.pdf" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c7-impact-of-detailing-on-the-lateral-performance-of-cold-forme/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C6)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > Z. Zhang </span> , <span > F. Derveni </span> , <span > H. Castaneda </span> , <span > K. D. Peterman </span> , <span > B. W. Schafer </span> </span>(2020, October).<a href="https://singh-group-ut.github.io/publications/c6-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Lateral Response of Cold-Formed Steel Framed Steel Sheathed In-line Wall Systems Detailed for Mid-Rise Buildings</a>. <span class="italic">Proceedings of the Cold-Formed Steel Research Consortium Colloquium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="http://jhir.library.jhu.edu/handle/1774.2/63156" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singh_CFSRC_Colloquium2020.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c6-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C4)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > S. Torabian </span> , <span > T. C. Hutchinson </span> , <span > K. D. Peterman </span> , <span > B. W. Schafer </span> </span>(2020, April).<a href="https://singh-group-ut.github.io/publications/c4-seismic-performance-of-symmetric-unfinished-cfs-in-line-wall/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Seismic Performance of Symmetric Unfinished CFS In-Line Wall Systems</a>. <span class="italic">In Structures Congress 2020 (pp. 629-642). Reston, VA: American Society of Civil Engineers.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1061/9780784482896.058" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c4-seismic-performance-of-symmetric-unfinished-cfs-in-line-wall/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="presentations--posters"> <h2>Presentations &amp; Posters</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P5)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> </span>(2021, June).<a href="https://singh-group-ut.github.io/publications/p5-seismic-behavior-of-cold-formed-steel-framed-steel-sheathed-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Seismic Behavior of Cold-Formed Steel Framed Steel Sheathed Wall Systems Detailed for Multi-story Buildings</a>. <span class="italic">Cold-Formed Steel Research Consortium Summer Symposium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singh_CFSRC_2021SummerSymposium.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p5-seismic-behavior-of-cold-formed-steel-framed-steel-sheathed-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P4)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > X. Wang </span> , <span class="font-bold"> A. Singh </span> </span>(2021, June).<a href="https://singh-group-ut.github.io/publications/p4-test-protocol-development-and-adaptive-motion-scaling-strate/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Test Protocol Development and Adaptive Motion Scaling Strategies for Shake Table Testing</a>. <span class="italic">Cold-Formed Steel Research Consortium Summer Symposium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/WangSingh_CFSRC_2021SummerSymposium.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p4-test-protocol-development-and-adaptive-motion-scaling-strate/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P3)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> </span>(2020, May).<a href="https://singh-group-ut.github.io/publications/p3-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Lateral Response of Cold-formed Steel Framed Steel Sheathed In-line Wall Systems Detailed For Mid-rise Buildings</a>. <span class="italic">Cold-Formed Steel Research Consortium Summer Symposium.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singh_CFSRC_2020SummerSymposium.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M3.75 3v11.25A2.25 2.25 0 0 0 6 16.5h2.25M3.75 3h-1.5m1.5 0h16.5m0 0h1.5m-1.5 0v11.25A2.25 2.25 0 0 1 18 16.5h-2.25m-7.5 0h7.5m-7.5 0l-1 3m8.5-3l1 3m0 0l.5 1.5m-.5-1.5h-9.5m0 0l-.5 1.5M9 11.25v1.5M12 9v3.75m3-6v6"/></svg> Slides </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p3-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(P2)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > T. C. Hutchinson </span> , <span > Z. Zhang </span> , <span > B. W. Schafer </span> , <span > S. Torabian </span> , <span > H. Castaneda </span> , <span > F. Derveni </span> , <span > K. D. Peterman </span> </span>(2020, March).<a href="https://singh-group-ut.github.io/publications/p2-material-component-and-system-level-experimental-efforts-wit/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Material, Component, and System Level Experimental Efforts within CFS NHERI</a>. <span class="italic">2020 National Earthquake Conference, San Diego, CA.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singhetal_NEC2020_Poster.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="m2.25 15.75l5.159-5.159a2.25 2.25 0 0 1 3.182 0l5.159 5.159m-1.5-1.5l1.409-1.409a2.25 2.25 0 0 1 3.182 0l2.909 2.909m-18 3.75h16.5a1.5 1.5 0 0 0 1.5-1.5V6a1.5 1.5 0 0 0-1.5-1.5H3.75A1.5 1.5 0 0 0 2.25 6v12a1.5 1.5 0 0 0 1.5 1.5m10.5-11.25h.008v.008h-.008zm.375 0a.375.375 0 1 1-.75 0a.375.375 0 0 1 .75 0"/></svg> Poster </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/p2-material-component-and-system-level-experimental-efforts-wit/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="technical-reports"> <h2>Technical Reports</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(R3)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > X. Wang </span> , <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> </span>(2024).<a href="https://singh-group-ut.github.io/publications/r3-adaptive-motion-scaling-strategies-for-seismic-per-formance-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Adaptive Motion Scaling Strategies for Seismic Performance Assessment in Shake Table Testing: Application to CFS-NHERI Wall-Line Tests</a>. <span class="italic">Structural Systems Research Report SSRP-24/02, University of California San Diego, La Jolla, CA</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.17603/ds2-mvj8-8386" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/r3-adaptive-motion-scaling-strategies-for-seismic-per-formance-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(R2)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > T. C. Hutchinson </span> </span>(2022).<a href="https://singh-group-ut.github.io/publications/r2-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Lateral Response of Cold-Formed Steel Framed Steel Sheathed In-line Wall Systems Detailed for Mid-Rise Buildings</a>. <span class="italic">Part II: Quasi-Static Test Phase. Structural Systems Research Report SSRP-19/06, University of California San Diego, La Jolla, CA</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.17603/ds2-encf-vj32" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/r2-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(R1)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > X. Wang </span> , <span > T. C. Hutchinson </span> </span>(2021).<a href="https://singh-group-ut.github.io/publications/r1-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Lateral Response of Cold-Formed Steel Framed Steel Sheathed In-line Wall Systems Detailed for Mid-Rise Buildings</a>. <span class="italic">Part I: Shake Table Test Phase. Structural Systems Research Report SSRP-19/05, University of California San Diego, La Jolla, CA</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.17603/ds2-mvj8-8386" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> DOI </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/r1-lateral-response-of-cold-formed-steel-framed-steel-sheathed-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="datasets"> <h2>Datasets</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(D3)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > T. Hutchinson </span> , <span > X. Wang </span> , <span > Z. Zhang </span> , <span > B. Schafer </span> , <span > H. Castaneda </span> , <span > F. Derveni </span> , <span > K. Peterman </span> </span>(2022).<a href="https://singh-group-ut.github.io/publications/d3-wall-line-tests-phase-2-quasi-static-tests-in-cfs-nheri-seis/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Wall Line Tests: Phase 2 - Quasi-Static Tests</a>. <span class="italic">In CFS-NHERI: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings. DesignSafe-CI.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.17603/ds2-encf-vj32" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M20.25 6.375c0 2.278-3.694 4.125-8.25 4.125S3.75 8.653 3.75 6.375m16.5 0c0-2.278-3.694-4.125-8.25-4.125S3.75 4.097 3.75 6.375m16.5 0v11.25c0 2.278-3.694 4.125-8.25 4.125s-8.25-1.847-8.25-4.125V6.375m16.5 0v3.75m-16.5-3.75v3.75m16.5 0v3.75C20.25 16.153 16.556 18 12 18s-8.25-1.847-8.25-4.125v-3.75m16.5 0c0 2.278-3.694 4.125-8.25 4.125s-8.25-1.847-8.25-4.125"/></svg> DATASET </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/d3-wall-line-tests-phase-2-quasi-static-tests-in-cfs-nheri-seis/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(D2)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > T. Hutchinson </span> , <span > X. Wang </span> , <span > Z. Zhang </span> , <span > B. Schafer </span> , <span > F. Derveni </span> , <span > H. Castaneda </span> , <span > K. Peterman </span> </span>(2021).<a href="https://singh-group-ut.github.io/publications/d2-wall-line-tests-phase-1-shake-table-tests-in-cfs-nheri-seism/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Wall Line Tests: Phase 1 - Shake Table Tests</a>. <span class="italic">In CFS-NHERI: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings. DesignSafe-CI.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.17603/ds2-mvj8-8386" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M20.25 6.375c0 2.278-3.694 4.125-8.25 4.125S3.75 8.653 3.75 6.375m16.5 0c0-2.278-3.694-4.125-8.25-4.125S3.75 4.097 3.75 6.375m16.5 0v11.25c0 2.278-3.694 4.125-8.25 4.125s-8.25-1.847-8.25-4.125V6.375m16.5 0v3.75m-16.5-3.75v3.75m16.5 0v3.75C20.25 16.153 16.556 18 12 18s-8.25-1.847-8.25-4.125v-3.75m16.5 0c0 2.278-3.694 4.125-8.25 4.125s-8.25-1.847-8.25-4.125"/></svg> DATASET </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/d2-wall-line-tests-phase-1-shake-table-tests-in-cfs-nheri-seism/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(D1)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > Z. Zhang </span> , <span > S. Torabian </span> , <span class="font-bold"> A. Singh </span> , <span > F. Derveni </span> , <span > K. Peterman </span> , <span > T. Hutchinson </span> , <span > B. Schafer </span> </span>(2021).<a href="https://singh-group-ut.github.io/publications/d1-cyclic-experiments-on-isolated-steel-sheet-connections-for-c/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Cyclic Experiments on Isolated Steel Sheet Connections for CFS Framed Steel Sheet Sheathed Shear Walls</a>. <span class="italic">In CFS-NHERI: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings. DesignSafe-CI.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.17603/ds2-y1wv-yz51" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M20.25 6.375c0 2.278-3.694 4.125-8.25 4.125S3.75 8.653 3.75 6.375m16.5 0c0-2.278-3.694-4.125-8.25-4.125S3.75 4.097 3.75 6.375m16.5 0v11.25c0 2.278-3.694 4.125-8.25 4.125s-8.25-1.847-8.25-4.125V6.375m16.5 0v3.75m-16.5-3.75v3.75m16.5 0v3.75C20.25 16.153 16.556 18 12 18s-8.25-1.847-8.25-4.125v-3.75m16.5 0c0 2.278-3.694 4.125-8.25 4.125s-8.25-1.847-8.25-4.125"/></svg> DATASET </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/d1-cyclic-experiments-on-isolated-steel-sheet-connections-for-c/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="theses"> <h2>Theses</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(T2)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> </span>(2023).<a href="https://singh-group-ut.github.io/publications/t2-seismic-behavior-of-cold-formed-steel-framed-wall-line-syste/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Seismic Behavior of Cold-Formed Steel-Framed Wall-Line Systems in Mid-Rise Buildings</a>. <span class="italic">Doctoral dissertation, University of California San Diego, La Jolla, CA.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://escholarship.org/uc/item/8z183193" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/t2-seismic-behavior-of-cold-formed-steel-framed-wall-line-syste/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section>https://singh-group-ut.github.io/research/dynamic-characterization-of-historic-masonry-structure/Thu, 01 Sep 2016 00:00:00 +0000https://singh-group-ut.github.io/research/dynamic-characterization-of-historic-masonry-structure/<p>This research quantified the dynamic properties of the iconic Rumi Darwaza gateway structure in Lucknow, India. Field testing captured ambient and low-level forced vibrations to extract modal parameters, while seismic assessment using detailed finite element models in Abaqus established retrofit strategies compatible with the monument’s heritage value.</p> <p>Key outcomes:</p> <ul> <li>Developed a dynamic characterization workflow using only two sensors.</li> <li>Detailed numerical model validated against experimental data.</li> <li>Provided recommendations for targeted strengthening that preserve the monument’s architecture.</li> </ul> <p>This research was conducted during M.Tech. program at IIT Kanpur.</p> <h2 id="publications">Publications</h2> <div id="top" class="not-prose flex flex-wrap gap-x-6 gap-y-2 text-blue-600 dark:text-blue-400"> <a href="#conference-papers" class="no-underline hover:no-underline">[Conference Papers]</a> <a href="#theses" class="no-underline hover:no-underline">[Theses]</a> </div><section class="pub-section" id="conference-papers"> <h2>Conference Papers</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C3)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span > D. C. Rai </span> , <span class="font-bold"> A. Singh </span> , <span > V. Patnana </span> </span>(2019, June).<a href="https://singh-group-ut.github.io/publications/c3-correlating-brick-compressive-strength-to-its-fundamental-tr/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Correlating brick compressive strength to its fundamental transverse natural frequency</a>. <span class="italic">In P.B. Dillon &amp; F.S. Fonseca (Eds.), Proceedings of Thirteenth North American Masonry Conference. Paper presented at the 13th North American Masonry Conference, Salt Lake City, Utah (pp. 746-755). Longmont, CO: The Masonry Society.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://www.researchgate.net/publication/395539529_Correlating_Brick_Compressive_Strength_to_Its_Fundamental_Transverse_Natural_Frequency" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c3-correlating-brick-compressive-strength-to-its-fundamental-tr/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(C1)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> , <span > D. C. Rai </span> </span>(2017, June).<a href="https://singh-group-ut.github.io/publications/c1-dynamic-characterization-and-seismic-assessment-of-historic-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Dynamic Characterization and Seismic Assessment of Historic Masonry Structure of Rumi Darwaza</a>. <span class="italic">Proceedings of 13th Canadian Masonry Symposium, Canada Masonry Design Centre, Halifax, Canada.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://www.canadamasonrydesigncentre.com/research/dynamic-characterization-and-seismic-assessment-of-historic-masonry-structure-of-rumi-darwaza/" target="_blank" rel="noopener"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M13.19 8.688a4.5 4.5 0 0 1 1.242 7.244l-4.5 4.5a4.5 4.5 0 0 1-6.364-6.364l1.757-1.757m13.35-.622l1.757-1.757a4.5 4.5 0 0 0-6.364-6.364l-4.5 4.5a4.5 4.5 0 0 0 1.242 7.244"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/c1-dynamic-characterization-and-seismic-assessment-of-historic-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section> <section class="pub-section" id="theses"> <h2>Theses</h2><div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"> <span class="font-semibold text-right w-16 shrink-0 mt-1">(T1)</span> <div class="flex-1"> <i class="far fa-file-alt pub-icon" aria-hidden="true"></i> <span class="article-metadata li-cite-author"> <span class="font-bold"> A. Singh </span> </span>(2016).<a href="https://singh-group-ut.github.io/publications/t1-dynamic-characterization-and-seismic-assessment-of-historic-/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"> Dynamic Characterization and Seismic Assessment of Historic Masonry Structure of Rumi Darwaza</a>. <span class="italic">Master&#39;s thesis, Indian Institute of Technology Kanpur, Kanpur, India.</span> <div class="flex flex-wrap space-x-3"> <a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/MastersThesis-SinghAmanpreet.pdf" > <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M19.5 14.25v-2.625a3.375 3.375 0 0 0-3.375-3.375h-1.5A1.125 1.125 0 0 1 13.5 7.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H8.25m2.25 0H5.625c-.621 0-1.125.504-1.125 1.125v17.25c0 .621.504 1.125 1.125 1.125h12.75c.621 0 1.125-.504 1.125-1.125V11.25a9 9 0 0 0-9-9"/></svg> Source </a> <button class="hb-attachment-link hb-attachment-link-small js-cite-clipboard cursor-pointer" type="button" data-filename="/publications/t1-dynamic-characterization-and-seismic-assessment-of-historic-/cite.bib"> <svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"><path fill="none" stroke="currentColor" stroke-linecap="round" stroke-linejoin="round" stroke-width="1.5" d="M15.75 17.25v3.375c0 .621-.504 1.125-1.125 1.125h-9.75a1.125 1.125 0 0 1-1.125-1.125V7.875c0-.621.504-1.125 1.125-1.125H6.75a9.06 9.06 0 0 1 1.5.124m7.5 10.376h3.375c.621 0 1.125-.504 1.125-1.125V11.25c0-4.46-3.243-8.161-7.5-8.876a9.06 9.06 0 0 0-1.5-.124H9.375c-.621 0-1.125.504-1.125 1.125v3.5m7.5 10.375H9.375a1.125 1.125 0 0 1-1.125-1.125v-9.25m12 6.625v-1.875a3.375 3.375 0 0 0-3.375-3.375h-1.5a1.125 1.125 0 0 1-1.125-1.125v-1.5a3.375 3.375 0 0 0-3.375-3.375H9.75"/></svg> <span>Cite</span> </button> </div> </div> </div> <div class="not-prose mt-2"> <a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline">Top ↑</a> </div> </section>