<?xml version="1.0" encoding="utf-8" standalone="yes"?><rss version="2.0" xmlns:atom="http://www.w3.org/2005/Atom"><channel><title>Connection Experiments | Singh Research Group</title><link>https://singh-group-ut.github.io/tags/connection-experiments/</link><atom:link href="https://singh-group-ut.github.io/tags/connection-experiments/index.xml" rel="self" type="application/rss+xml"/><description>Connection Experiments</description><generator>Hugo Blox Builder (https://hugoblox.com)</generator><language>en-us</language><lastBuildDate>Mon, 01 Feb 2021 00:00:00 +0000</lastBuildDate><image><url>https://singh-group-ut.github.io/media/sharing.jpg</url><title>Connection Experiments</title><link>https://singh-group-ut.github.io/tags/connection-experiments/</link></image><item><title>CFS-NHERI Connection Tests</title><link>https://singh-group-ut.github.io/research/cfs-nheri-connection-tests/</link><pubDate>Mon, 01 Feb 2021 00:00:00 +0000</pubDate><guid>https://singh-group-ut.github.io/research/cfs-nheri-connection-tests/</guid><description>&lt;p&gt;The CFS-NHERI Connection Tests aimed to quantify the cyclic behavior of steel-sheet-to-framing fastener details used in cold-formed steel (CFS) shear walls. Specimens captured different screw layouts, CFS ply thicknesses, that were later embedded in wall-line and building-scale models.&lt;/p&gt;
&lt;p&gt;Highlights include:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;Establishing backbone curves and hysteretic behavior for nonlinear simulations in OpenSees and Abaqus.&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Visit the program website for media, technical papers and reports produced during the CFS-NHERI connection experiments. This research was lead by Dr. Zhidong Zhang during his Ph.D. at Johns Hopkins University.&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="#datasets" class="no-underline hover:no-underline"&gt;[Datasets]&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;(J2)&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;
F. Derveni
&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;(2022).&lt;a href="https://singh-group-ut.github.io/publications/j2-cyclic-experiments-on-steel-sheet-connections-for-standard-c/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt; Cyclic Experiments on Steel Sheet Connections for Standard CFS Framed Steel Sheet Sheathed Shear Walls&lt;/a&gt;.
&lt;span class="italic"&gt;ASCE Journal of Structural Engineering, 148(2), 04021261&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/10.1061/%28ASCE%29ST.1943-541X.0003233" target="_blank" rel="noopener"&gt;
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DOI
&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;(J1)&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;
F. Derveni
&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;(2021).&lt;a href="https://singh-group-ut.github.io/publications/j1-cyclic-experiments-on-isolated-steel-sheet-connections-for-c/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt; Cyclic Experiments on Isolated Steel Sheet Connections for CFS Framed Steel Sheet Sheathed Shear Walls with New Configurations&lt;/a&gt;.
&lt;span class="italic"&gt;Engineering Structures, 244, 112805&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.2021.112805" target="_blank" rel="noopener"&gt;
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DOI
&lt;/a&gt;
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&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;(C5)&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;
F. Derveni
&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, October).&lt;a href="https://singh-group-ut.github.io/publications/c5-cyclic-performance-of-steel-sheet-connections-for-cfs-framed/" class="text-blue-600 dark:text-blue-400 no-underline hover:no-underline"&gt; Cyclic Performance of Steel Sheet Connections for CFS framed Steel Sheet Sheathed Shear Walls&lt;/a&gt;.
&lt;span class="italic"&gt;Proceedings of the Cold-Formed Steel Research Consortium Colloquium.&lt;/span&gt;
&lt;div class="flex flex-wrap space-x-3"&gt;
&lt;a class="hb-attachment-link hb-attachment-link-small" href="http://jhir.library.jhu.edu/handle/1774.2/63164" target="_blank" rel="noopener"&gt;
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Source
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&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;(P2)&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;
X. Wang
&lt;/span&gt;
,
&lt;span &gt;
T. C. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
Z. Zhang
&lt;/span&gt;
,
&lt;span &gt;
B. W. Schafer
&lt;/span&gt;
,
&lt;span &gt;
S. Torabian
&lt;/span&gt;
,
&lt;span &gt;
H. Castaneda
&lt;/span&gt;
,
&lt;span &gt;
F. Derveni
&lt;/span&gt;
,
&lt;span &gt;
K. D. Peterman
&lt;/span&gt;
&lt;/span&gt;(2020, March).&lt;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"&gt; Material, Component, and System Level Experimental 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/Singhetal_NEC2020_Poster.pdf" &gt;
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Poster
&lt;/a&gt;
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&lt;/section&gt;
&lt;section class="pub-section" id="datasets"&gt;
&lt;h2&gt;Datasets&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;(D1)&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;
S. Torabian
&lt;/span&gt;
,
&lt;span class="font-bold"&gt;
A. Singh
&lt;/span&gt;
,
&lt;span &gt;
F. Derveni
&lt;/span&gt;
,
&lt;span &gt;
K. Peterman
&lt;/span&gt;
,
&lt;span &gt;
T. Hutchinson
&lt;/span&gt;
,
&lt;span &gt;
B. Schafer
&lt;/span&gt;
&lt;/span&gt;(2021).&lt;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"&gt; Cyclic Experiments on Isolated Steel Sheet Connections for CFS Framed Steel Sheet Sheathed Shear Walls&lt;/a&gt;.
&lt;span class="italic"&gt;In CFS-NHERI: Seismic Resiliency of Repetitively Framed Mid-Rise Cold-Formed Steel Buildings. DesignSafe-CI.&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/10.17603/ds2-y1wv-yz51" 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="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"/&gt;&lt;/svg&gt;
DATASET
&lt;/a&gt;
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&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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