{"id":282,"date":"2021-04-03T09:46:50","date_gmt":"2021-04-03T13:46:50","guid":{"rendered":"https:\/\/cecas.clemson.edu\/wind\/?page_id=282"},"modified":"2021-04-26T11:07:09","modified_gmt":"2021-04-26T15:07:09","slug":"parallel-sessions-v","status":"publish","type":"page","link":"https:\/\/cecas.clemson.edu\/wind\/6th-aawe-workshop\/program\/friday-may-14\/parallel-sessions-v\/","title":{"rendered":"Parallel Sessions V"},"content":{"rendered":"\n

Times and zoom link are in the program (Program link<\/a>)<\/p>\n\n\n\n

Structural response II (Chair Dr. Ioannis Zisis)<\/strong><\/p>\n\n\n\n\n\n\n\t\n\t\n\t\n\t\n\t\n\t
032<\/td>\u201cA Scenario-based Hurricane Analysis Framework for Community-level Building Damage Estimation\u201d Mazumder, Dumler, Enderami, & Sutley<\/td>\n<\/tr>\n
053<\/td>\u201cHigh-Fidelity Probabilistic Collapse Assessment of Tall Steel Buildings under Extreme Winds\u201d Arunachalam & Spence<\/td>\n<\/tr>\n
072<\/td>\u201cProbabilistic assessment of the nonlinear response of the 20-story SAC building under extreme wind loads through collapse\u201d Ghaffay & Moustafa<\/td>\n<\/tr>\n
076<\/td>\u201cWind-induced response of buildings incorporating nonlinear fluid-structure interaction effects\u201d Ghaffary & Moustafa<\/td>\n<\/tr>\n
010<\/td>\u201cStructural Fragility Analysis of Tall Buildings and Towers via Artificial Neural Network Surrogate Modeling\u201d Zhang & Caracoglia<\/td>\n<\/tr>\n
004<\/td> \u201cStochastic flutter analysis of wind turbine blades via surrogate models: Artificial Neural Networks vs. Stochastic Collocation\u201d Li and Caracoglia<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n\n\n\n

Wind Tunnels II (Chair Dr. Chris Letchford)<\/strong><\/p>\n\n\n\n\n\n\n\t\n\t\n\t\n\t\n\t\n\t
052<\/td>\u201cDrag coefficients for open frame steel structures under extreme wind events\u201d Ou & Pang<\/td>\n<\/tr>\n
001<\/td>\u201cInvestigation of irregular-shaped buildings and their pressure distribution\u201d Matus & Zisis<\/td>\n<\/tr>\n
005<\/td>\u201cDesign and development of a new Boundary Layer Wind Tunnel at Florida International University\u201d Matus, Mostafa, Sarma, Schwartz, & Zisis<\/td>\n<\/tr>\n
040<\/td>\u201cAerodynamic testing and response evaluation of a large-scale high-rise building model at a high Reynolds number\u201d Aly & Chapain<\/td>\n<\/tr>\n
048<\/td>\u201cAerodynamics of low-rise buildings: large scale open-jet testing to address Reynolds number effects\u201d Aly & Khaled<\/td>\n<\/tr>\n
083<\/td>\u201cExperimental Investigation of the Aerodynamics and Wind Loading of Buildings with Balconies\u201d Ludena, Mooneghi, Chowdhury, & Irwin<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n","protected":false},"excerpt":{"rendered":"

Times and zoom link are in the program (Program link) Structural response II (Chair Dr. Ioannis Zisis) Wind Tunnels II (Chair Dr. Chris Letchford)<\/p>\n","protected":false},"author":6,"featured_media":0,"parent":410,"menu_order":2,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-282","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/282","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=282"}],"version-history":[{"count":2,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/282\/revisions"}],"predecessor-version":[{"id":564,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/282\/revisions\/564"}],"up":[{"embeddable":true,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/410"}],"wp:attachment":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/media?parent=282"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}