https://singh-group-ut.github.io/tags/full-scale-testing/Full-Scale TestingHugo 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/full-scale-testing/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/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>