<?xml version="1.0" encoding="utf-8" standalone="yes"?><rss version="2.0" xmlns:atom="http://www.w3.org/2005/Atom"><channel><title>Performance-Based Design | Singh Research Group</title><link>https://singh-group-ut.github.io/tags/performance-based-design/</link><atom:link href="https://singh-group-ut.github.io/tags/performance-based-design/index.xml" rel="self" type="application/rss+xml"/><description>Performance-Based Design</description><generator>Hugo Blox Builder (https://hugoblox.com)</generator><language>en-us</language><lastBuildDate>Thu, 01 Jun 2023 00:00:00 +0000</lastBuildDate><image><url>https://singh-group-ut.github.io/media/sharing.jpg</url><title>Performance-Based Design</title><link>https://singh-group-ut.github.io/tags/performance-based-design/</link></image><item><title>Numerical Modeling of CFS Buildings</title><link>https://singh-group-ut.github.io/research/numerical-modeling-of-cfs-buildings/</link><pubDate>Thu, 01 Jun 2023 00:00:00 +0000</pubDate><guid>https://singh-group-ut.github.io/research/numerical-modeling-of-cfs-buildings/</guid><description>&lt;p&gt;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:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;Translating full-scale test observations into numerical model of buildings explicitly considering shear walls, gravity walls, and different tie-down details.&lt;/li&gt;
&lt;li&gt;Enabling performance-based design through analyses using service-level and MCE-level input motions to collapse assessment.&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Reusable modular scripts support engineers designing next-generation CFS structures.&lt;/p&gt;
&lt;p&gt;Funding: National Science Foundation (NSF) CMMI Awards #1663569 and #1663348, Collaborative Research: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings.&lt;/p&gt;
&lt;h2 id="publications"&gt;Publications&lt;/h2&gt;
&lt;div id="top" class="not-prose flex flex-wrap gap-x-6 gap-y-2 text-blue-600 dark:text-blue-400"&gt;
&lt;a href="#journal-articles" class="no-underline hover:no-underline"&gt;[Journal Articles]&lt;/a&gt;
&lt;a href="#conference-papers" class="no-underline hover:no-underline"&gt;[Conference Papers]&lt;/a&gt;
&lt;a href="#presentations--posters" class="no-underline hover:no-underline"&gt;[Presentations &amp;amp; Posters]&lt;/a&gt;
&lt;a href="#theses" class="no-underline hover:no-underline"&gt;[Theses]&lt;/a&gt;
&lt;/div&gt;&lt;section class="pub-section" id="journal-articles"&gt;
&lt;h2&gt;Journal Articles&lt;/h2&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(J8)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
M. S. Speicher
&lt;/span&gt;
,
&lt;span &gt;
K. D. Peterman
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2026).&lt;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"&gt; Predicted Lateral Response of Finished Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls&lt;/a&gt;.
(In Preparation)
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&lt;/div&gt;
&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(J7)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
M. S. Speicher
&lt;/span&gt;
,
&lt;span &gt;
K. D. Peterman
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2025).&lt;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"&gt; Modeling Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls&lt;/a&gt;.
&lt;span class="italic"&gt;Thin-Walled Structures, 214, 113408&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1016/j.tws.2025.113408" target="_blank" rel="noopener"&gt;
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DOI
&lt;/a&gt;
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&lt;/div&gt;
&lt;/div&gt;
&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(J6)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
X. Wang
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
&lt;/span&gt;(2025).&lt;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"&gt; Practice-oriented Numerical Model for Seismic Response of Cold-formed Steel-framed Mid-rise Buildings&lt;/a&gt;.
&lt;span class="italic"&gt;Engineering Structures, 319, 118833&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1016/j.engstruct.2024.118833" target="_blank" rel="noopener"&gt;
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DOI
&lt;/a&gt;
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&lt;div class="not-prose mt-2"&gt;
&lt;a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt;Top ↑&lt;/a&gt;
&lt;/div&gt;
&lt;/section&gt;
&lt;section class="pub-section" id="conference-papers"&gt;
&lt;h2&gt;Conference Papers&lt;/h2&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C28)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
M. M. Eladly
&lt;/span&gt;
,
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
J. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
M. S. Speicher
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2026, September).&lt;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"&gt; Pre-Test Evaluation of Ground Motion Sequence Effects on a Ten-Story Cold-Formed Steel Framed Building&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the 11th European Scientific Conference on Steel and Composite Structures (Eurosteel 2026), Cracow, Poland.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://doi.org/10.1002/cepa.70738" target="_blank" rel="noopener"&gt;
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DOI
&lt;/a&gt;
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&lt;/div&gt;
&lt;/div&gt;
&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C24)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
M. M. Eladly
&lt;/span&gt;
,
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
J. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2026, July).&lt;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"&gt; Pre-Test Assessment of a Ten-Story Cold-Formed Steel-framed Building under MCEᵣ-Level Ground Motions&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the 13th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Portland, OR.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://escholarship.org/content/qt6185106c/qt6185106c.pdf" target="_blank" rel="noopener"&gt;
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Source
&lt;/a&gt;
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&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C19)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
M. M. Eladly
&lt;/span&gt;
,
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
J. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
M. S. Speicher
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2026, March).&lt;a href="https://singh-group-ut.github.io/publications/c19-pre-test-high-fidelity-numerical-modeling-of-a-ten-story-col/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt; Pre-Test High-Fidelity Numerical Modeling of a Ten-Story Cold-Formed Steel Framed Building under Seismic Loading&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the 8th Residential Building Design &amp;amp; Construction Conference, Pennsylvania Housing Research Center, State College, PA.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://www.researchgate.net/publication/402803130_Pre-Test_High-Fidelity_Numerical_Modeling_of_a_Ten-Story_Cold-Formed_Steel_Framed_Building_under_Seismic_Loading" target="_blank" rel="noopener"&gt;
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Source
&lt;/a&gt;
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&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C16)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
J. Zhang
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,
&lt;span &gt;
S. Sorosh
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,
&lt;span class="font-bold"&gt;
A. Singh
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,
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B. W. Schafer
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&lt;span class="italic"&gt;Proceedings of the International Modal Analysis Conference (IMAC) XLIV, Palm Springs, CA.&lt;/span&gt;
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&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C15)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
M. M. Eladly
&lt;/span&gt;
,
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
J. Zhang
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
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&lt;/span&gt;(2025, April).&lt;a href="https://singh-group-ut.github.io/publications/c15-stability-assumptions-in-numerical-modeling-of-cold-formed-s/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt; Stability assumptions in numerical modeling of cold-formed steel-framed buildings under seismic loading&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the Annual Stability Conference Structural Stability Research Council 2025, Louisville, KY.&lt;/span&gt;
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&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C13)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
J. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
M. M. Eladly
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
&lt;/span&gt;(2024, July).&lt;a href="https://singh-group-ut.github.io/publications/c13-pre-test-numerical-modeling-of-the-cfs-nheri-10-story-capsto/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt; Pre-test Numerical Modeling of the CFS-NHERI 10-Story Capstone Building&lt;/a&gt;.
&lt;span class="italic"&gt;18th World Conference on Earthquake Engineering, Milan, Italy.&lt;/span&gt;
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&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C10)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
J. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
X. Wang
&lt;/span&gt;
&lt;/span&gt;(2022, October).&lt;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"&gt; Seismic Analysis of the 10-Story CFS-NHERI Building&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the Cold-Formed Steel Research Consortium Colloquium.&lt;/span&gt;
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&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C9)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
M. S. Speicher
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2022, October).&lt;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"&gt; Effects of Modeling Decisions on the Lateral Performance of Cold-Formed Steel Framed Walls&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the Cold-Formed Steel Research Consortium Colloquium.&lt;/span&gt;
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&lt;/div&gt;
&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C7)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
M. S. Speicher
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2022, July).&lt;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"&gt; Impact of detailing on the lateral performance of cold-formed steel framed walls&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the 12th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Salt Lake City, UT.&lt;/span&gt;
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&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(C2)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
&lt;/span&gt;(2018, November).&lt;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"&gt; Finite Element Modeling and Validation of Steel Sheathed Cold-Formed Steel Framed Shear Walls&lt;/a&gt;.
&lt;span class="italic"&gt;CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures. 5, St. Louis, MO.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://scholarsmine.mst.edu/isccss/24iccfss/session9/5" target="_blank" rel="noopener"&gt;
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Source
&lt;/a&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/SinghHutchinson_InternationalSpecialtyConference.pdf" &gt;
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Slides
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&lt;/div&gt;
&lt;div class="not-prose mt-2"&gt;
&lt;a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt;Top ↑&lt;/a&gt;
&lt;/div&gt;
&lt;/section&gt;
&lt;section class="pub-section" id="presentations--posters"&gt;
&lt;h2&gt;Presentations &amp;amp; Posters&lt;/h2&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(P7)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
J. Zhang
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
&lt;/span&gt;(2023, April).&lt;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"&gt; Numerical Investigation of the Response of a Mid-rise Cold-Formed Steel Building under the Türkiye/Syria Earthquake Sequence Scenario&lt;/a&gt;.
&lt;span class="italic"&gt;2023 EERI Annual Meeting, San Francisco, CA.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/ZhangJetal_EERI_Annual_Meeting_2023_Poster.pdf" &gt;
&lt;svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"&gt;&lt;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"/&gt;&lt;/svg&gt;
Poster
&lt;/a&gt;
&lt;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"&gt;
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&lt;span&gt;Cite&lt;/span&gt;
&lt;/button&gt;
&lt;/div&gt;
&lt;/div&gt;
&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(P6)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
&lt;/span&gt;(2022, May).&lt;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"&gt; Finite Element Modeling and Validation of the CFS-HUD 6-story Test Building&lt;/a&gt;.
&lt;span class="italic"&gt;Cold-Formed Steel Research Consortium Summer Symposium.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/Singh_CFSRC_2022SummerSymposium.pdf" &gt;
&lt;svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"&gt;&lt;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"/&gt;&lt;/svg&gt;
Slides
&lt;/a&gt;
&lt;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"&gt;
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&lt;/div&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(P1)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
F. Derveni
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
X. Wang
&lt;/span&gt;
,
&lt;span &gt;
H. Castaneda
&lt;/span&gt;
,
&lt;span &gt;
S. Torabian
&lt;/span&gt;
,
&lt;span &gt;
K. D. Peterman
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
&lt;/span&gt;(2020, March).&lt;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"&gt; Simulation of Cold-Formed Steel Framed Shear Walls for Buildings: Efforts within CFS-NHERI&lt;/a&gt;.
&lt;span class="italic"&gt;2020 National Earthquake Conference, San Diego, CA.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://singh-group-ut.github.io/uploads/ZhangZetal_NEC2020_Poster.pdf" &gt;
&lt;svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"&gt;&lt;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"/&gt;&lt;/svg&gt;
Poster
&lt;/a&gt;
&lt;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"&gt;
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&lt;/div&gt;
&lt;div class="not-prose mt-2"&gt;
&lt;a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt;Top ↑&lt;/a&gt;
&lt;/div&gt;
&lt;/section&gt;
&lt;section class="pub-section" id="theses"&gt;
&lt;h2&gt;Theses&lt;/h2&gt;&lt;div class="pub-list-item view-citation flex gap-4 items-start" style="margin-bottom: 1rem"&gt;
&lt;span class="font-semibold text-right w-16 shrink-0 mt-1"&gt;(T2)&lt;/span&gt;
&lt;div class="flex-1"&gt;
&lt;i class="far fa-file-alt pub-icon" aria-hidden="true"&gt;&lt;/i&gt;
&lt;span class="article-metadata li-cite-author"&gt;
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
&lt;/span&gt;(2023).&lt;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"&gt; Seismic Behavior of Cold-Formed Steel-Framed Wall-Line Systems in Mid-Rise Buildings&lt;/a&gt;.
&lt;span class="italic"&gt;Doctoral dissertation, University of California San Diego, La Jolla, CA.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="https://escholarship.org/uc/item/8z183193" target="_blank" rel="noopener"&gt;
&lt;svg style="height: 1em" class='inline-block' xmlns="http://www.w3.org/2000/svg" viewBox="0 0 24 24"&gt;&lt;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"/&gt;&lt;/svg&gt;
Source
&lt;/a&gt;
&lt;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"&gt;
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&lt;/div&gt;
&lt;div class="not-prose mt-2"&gt;
&lt;a href="#top" class="text-sm text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt;Top ↑&lt;/a&gt;
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