{"id":274,"date":"2021-04-03T09:45:18","date_gmt":"2021-04-03T13:45:18","guid":{"rendered":"https:\/\/cecas.clemson.edu\/wind\/?page_id=274"},"modified":"2021-04-26T11:12:26","modified_gmt":"2021-04-26T15:12:26","slug":"parallel-sessions-ii","status":"publish","type":"page","link":"https:\/\/cecas.clemson.edu\/wind\/6th-aawe-workshop\/program\/wednesday-may-12\/parallel-sessions-ii\/","title":{"rendered":"Parallel Sessions II"},"content":{"rendered":"\n<p>Times and zoom link are in the program (<a href=\"https:\/\/cecas.clemson.edu\/wind\/wp-content\/uploads\/2021\/04\/Workshop-Program-1.pdf\">Program link<\/a>)<\/p>\n\n\n\n<p><strong>Computational Wind Engineering I (Chair Dr. Girma Bitsuamlak)<\/strong><\/p>\n\n\n\n<table id=\"tablepress-6\" class=\"tablepress tablepress-id-6\">\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-1\">\n\t<td class=\"column-1\">003<\/td><td class=\"column-2\"> \u201cModeling Natural Ventilation in Refugee Healthcare Shelters\u201d Hochschild &amp; Gorle<\/td>\n<\/tr>\n<tr class=\"row-2\">\n\t<td class=\"column-1\">073<\/td><td class=\"column-2\">\u201cUsing the Jupyter Notebooks as a tool for CFD simulations\u201d Ding &amp; Kareem<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">075<\/td><td class=\"column-2\">\u201cGeneration of inflow velocity field for CFD analyses using GPUs\u201d Ding &amp; Karee<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">012<\/td><td class=\"column-2\">\u201cFull-scale experimental investigations on a naturally ventilated building and validation of simulation models\u201d Chen &amp; Gorle<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">036<\/td><td class=\"column-2\">\u201cLarge-eddy simulations of combined wind and buoyancy driven ventilation in a slum house in Dhaka, Bangladesh\u201d Hwang &amp; Gorle<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">065<\/td><td class=\"column-2\">) \u201cLarge-eddy Simulation of Wind Loads on a Roof-mounted Cube: A Means to Interpolate Experimental Data\u201d Melaku, Doddipatla, &amp; Bitsuamlak<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">063<\/td><td class=\"column-2\">\u201cAddressing Turbulence Model Form Uncertainty\u201d Ciarlatani, Hao, &amp; Gorle<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">022<\/td><td class=\"column-2\">\u201cEvaluation of a multi-fidelity simulation framework for predicting wind pressure loads on buildings\u201d Vargiemezis &amp; Gorle<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n\n\n\n<p><strong>Structural response I (Dr. Weichiang Pang)<\/strong><\/p>\n\n\n\n<table id=\"tablepress-7\" class=\"tablepress tablepress-id-7\">\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-1\">\n\t<td class=\"column-1\">038<\/td><td class=\"column-2\">) \u201cA probabilistic composite resistance model for the vertical load path in typical residential construction\u201d Rittelmeyer &amp; Roueche<\/td>\n<\/tr>\n<tr class=\"row-2\">\n\t<td class=\"column-1\">042<\/td><td class=\"column-2\">\u201cProbabilistic Wind Hazard Analysis for Performance-Based Wind Design of Buildings: Hazard Curve, Wind Demand and Loading Protocol\u201d Wang &amp; Wu<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">018<\/td><td class=\"column-2\">\u201cA component-based interior and contents hurricane vulnerability model for low-rise residential buildings\u201d Silva de Abreu, Pinelli, Gurley, &amp; Yarasuri<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">033<\/td><td class=\"column-2\">\u201cPerformance and Fragility of Elevated Structures During Hurricane Events\u201d Ibrahim, Elawady, &amp; Prevatt<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">051<\/td><td class=\"column-2\">\u201cFragility analysis framework for transmission tower systems subjected to straight line winds\u201d Dikshit &amp; Alipour<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">028<\/td><td class=\"column-2\">\u201cFatigue Life and Reliability Estimation of a Traffic Signal Structure using Long-Term Monitoring Data\u201d Tsai &amp; Alipour<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">059<\/td><td class=\"column-2\">\u201cPerformance-Based Wind Design of Tall Buildings Considering the Nonlinearity in Building Response\u201d Hareendram, Alipour, Shafei, &amp; Sarkar<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n","protected":false},"excerpt":{"rendered":"<p>Times and zoom link are in the program (Program link) Computational Wind Engineering I (Chair Dr. Girma Bitsuamlak) Structural response I (Dr. Weichiang Pang)<\/p>\n","protected":false},"author":6,"featured_media":0,"parent":402,"menu_order":3,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-274","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/274","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=274"}],"version-history":[{"count":3,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/274\/revisions"}],"predecessor-version":[{"id":576,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/274\/revisions\/576"}],"up":[{"embeddable":true,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/402"}],"wp:attachment":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/media?parent=274"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}