{"id":56,"date":"2020-12-11T09:35:44","date_gmt":"2020-12-11T14:35:44","guid":{"rendered":"https:\/\/cecas.clemson.edu\/wind\/?page_id=56"},"modified":"2025-01-20T08:45:46","modified_gmt":"2025-01-20T13:45:46","slug":"faculty","status":"publish","type":"page","link":"https:\/\/cecas.clemson.edu\/wind\/faculty\/","title":{"rendered":"Faculty"},"content":{"rendered":"\n<ul class=\"wp-block-list\">\n<li><a href=\"https:\/\/www.clemson.edu\/cecas\/departments\/ce\/people\/faculty\/ross.html\">Brandon Ross<\/a>\n<ul class=\"wp-block-list\">\n<li>Building Adaptation and\u00a0<em>Design for Adaptability<\/em><\/li>\n\n\n\n<li>Experimental evaluation of prestressed and reinforced concrete<\/li>\n\n\n\n<li>Low-cost systems for housing in developing communities<\/li>\n<\/ul>\n<\/li>\n\n\n\n<li><a href=\"https:\/\/www.clemson.edu\/cecas\/departments\/ce\/people\/faculty\/stoner.html\">Michael Stoner<\/a>\n<ul class=\"wp-block-list\">\n<li>Mass Timber Performance and Construction<\/li>\n\n\n\n<li>Structural Engineering Education<\/li>\n\n\n\n<li>Retrofits and Structural Performance of Wood Buildings<\/li>\n<\/ul>\n<\/li>\n\n\n\n<li><a href=\"https:\/\/mcidmontoya.com\">Miguel Cid Montoya<\/a>\n<ul class=\"wp-block-list\">\n<li>Wind Engineering<\/li>\n\n\n\n<li>Aero-Structural Design of Bridges<\/li>\n\n\n\n<li>Bridge Aeroelasticity<\/li>\n\n\n\n<li>Structural and Multidisciplinary Optimization<\/li>\n\n\n\n<li>AI and surrogate modeling for the emulation of fluid-structure interaction properties<\/li>\n\n\n\n<li>Computational Fluid Dynamics and Wind Tunnel Testing<\/li>\n<\/ul>\n<\/li>\n\n\n\n<li><a href=\"https:\/\/cecas.clemson.edu\/~nbkaye\/\">Nigel Kaye<\/a>\n<ul class=\"wp-block-list\">\n<li>Environmental fluid mechanics<\/li>\n\n\n\n<li>Wind-borne debris flight<\/li>\n\n\n\n<li>Wild-fire spread<\/li>\n<\/ul>\n<\/li>\n\n\n\n<li><a href=\"https:\/\/www.clemson.edu\/cecas\/departments\/ce\/people\/faculty\/pang.html\">Weichiang Pang<\/a>\n<ul class=\"wp-block-list\">\n<li>Structural Reliability<\/li>\n\n\n\n<li>Performance-based Engineering<\/li>\n\n\n\n<li>Structural Dynamics and Earthquake Engineering<\/li>\n\n\n\n<li>Displacement-based Design<\/li>\n\n\n\n<li>Performance of Low and Mid-rise Wood Structures subject to Natural Hazards<\/li>\n\n\n\n<li>Nonlinear Numerical Models for Structures<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":6,"featured_media":0,"parent":0,"menu_order":2,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-56","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/56","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/users\/6"}],"replies":[{"embeddable":true,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/comments?post=56"}],"version-history":[{"count":3,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/56\/revisions"}],"predecessor-version":[{"id":664,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/56\/revisions\/664"}],"wp:attachment":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/media?parent=56"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}