{"id":364,"date":"2020-05-27T18:45:28","date_gmt":"2020-05-27T22:45:28","guid":{"rendered":"https:\/\/www.ce.jhu.edu\/bschafer\/?p=364"},"modified":"2020-05-28T08:56:23","modified_gmt":"2020-05-28T12:56:23","slug":"tw-group-leads-summer-symposium","status":"publish","type":"post","link":"https:\/\/www.ce.jhu.edu\/bschafer\/2020\/05\/27\/tw-group-leads-summer-symposium\/","title":{"rendered":"TW GrOUP LEADS SUmmER SYMPOSIUM"},"content":{"rendered":"\n

The TW group led and participated in the 26\/27 May 2020 CFSRC Summer Symposium. Full details on the symposium<\/a> are provided on the CFSRC site. The event was hosted by Professor Schafer and amongst the 34 participants included several talks from current and future TW group students, including:<\/p>\n\n\n\n

First_Name<\/strong><\/td>Last_Name<\/strong> <\/td>Title of Talk<\/strong><\/td><\/tr>
Astrid W<\/td>Fischer<\/td>Force and Ductility Demands Found in Parametric Study of Inelastic Time History Analysis of Single-Story Mass-Spring Model<\/td><\/tr>
Hamid <\/td>Foroughi<\/td>Seismic Response of Steel Diaphragm for 3D Archetype Buildings with SCBF:Bare Deck vs. Composite Deck <\/td><\/tr>
Zhidong<\/td>Zhang<\/td>Cyclic Performance of Steel Sheet Connections for CFS Steel Sheet Shear Walls<\/td><\/tr>
Chu<\/td>Ding<\/td>Ductility Demand of CFS Building for Advanced High Strength Steel (AHSS)<\/td><\/tr>
Mohammed<\/td>Eladly<\/td>\u200fSimplified FE modeling of stainless steel beam-to-column bolted connections<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n

Some snippets from the well received talks:<\/p>\n\n\n\n

\"\"
Astrid’s research on mass-spring models shows how well current design methods really do at predicting diaphragm demands<\/figcaption><\/figure>\n\n\n\n
\"\"
Hamid’s work shows how different diaphragm design methods play out in real buildings under earthquakes<\/figcaption><\/figure>\n\n\n\n
\"\"
Zhidong’s research looks into the details of steel sheet connectors under cyclic loads<\/figcaption><\/figure>\n\n\n\n
\"\"
Chu’s research explores the impact of material ductility on real world CFS connection response<\/figcaption><\/figure>\n\n\n\n
\"\"
Mohammed’s work shows how solid and shell elements behave in large deformation stainless steel connections<\/figcaption><\/figure>\n","protected":false},"excerpt":{"rendered":"

The TW group led and participated in the 26\/27 May 2020 CFSRC Summer Symposium. Full details on the symposium are<\/p>\n","protected":false},"author":10,"featured_media":399,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-364","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts\/364","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/users\/10"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/comments?post=364"}],"version-history":[{"count":3,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts\/364\/revisions"}],"predecessor-version":[{"id":401,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/posts\/364\/revisions\/401"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/media\/399"}],"wp:attachment":[{"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/media?parent=364"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/categories?post=364"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ce.jhu.edu\/bschafer\/wp-json\/wp\/v2\/tags?post=364"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}