{"id":446,"date":"2021-04-15T12:48:08","date_gmt":"2021-04-15T16:48:08","guid":{"rendered":"https:\/\/cecas.clemson.edu\/wind\/?page_id=446"},"modified":"2021-04-26T11:11:37","modified_gmt":"2021-04-26T15:11:37","slug":"parallel-sessions-vi","status":"publish","type":"page","link":"https:\/\/cecas.clemson.edu\/wind\/6th-aawe-workshop\/program\/friday-may-14\/parallel-sessions-vi\/","title":{"rendered":"Parallel sessions VI"},"content":{"rendered":"\n

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

Structural response III (Chair Dr. Luca Caracoglia)<\/strong><\/p>\n\n\n\n\n\n\n\t\n\t\n\t\n\t\n\t
011<\/td>\u201cEstimation and Characterization of Nonstationary Inelastic Crosswind Responses of Base-Isolated Tall Buildings\u201d Feng & Chen<\/td>\n<\/tr>\n
074<\/td>\u201cImpact of Extreme Wind Loads on Sliding Glass Doors\u201d Moravej, Arya, Simsir, & Jain<\/td>\n<\/tr>\n
020<\/td>\u201cAssessment of load path through residential roofs using full-scale wind tunnel measurements\u201d Stevenson, Morrison, & Kopp<\/td>\n<\/tr>\n
081<\/td>\u201cFatigue performance of wood frame roof-to-wall connections with elastomeric adhesives under uplift cyclic loading\u201d Alhawamdeh & Shao<\/td>\n<\/tr>\n
030<\/td>\u201cWind uplift resistance of Vinyl Siding- a standardized test protocol for multi-chamber pressure application\u201d Lafontaine, Roueche, & Prevatt<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n\n\n\n

Wind Tunnels III (Chair Dr. Murray Morrison)<\/strong><\/p>\n\n\n\n\n\n\n\t\n\t\n\t\n\t\n\t
035<\/td>\u201cDifferences in flow structures of tornado vortex and efficiency of different tornado chambers\u201d Verma & Selvam<\/td>\n<\/tr>\n
017<\/td>\u201cUncertainty Quantification of Wind-tunnel Tests of a Low-Rise Building Model using the NIST Aerodynamic Database\u201d Hubbard, Shelley, & Zhang<\/td>\n<\/tr>\n
037<\/td>\u201cCritical Evaluation of Roof Pressure Statistics over an Isolated Low-rise Building using NIST and TPU Aerodynamic Databases\u201d Shelley, Hubbard, & Zhang<\/td>\n<\/tr>\n
069<\/td>\u201cA probabilistic loading model including the vertical angle of attack to estimate tornado loading\u201d Zaldivar de Alba, Lombardo, Bodine, & Reinhart<\/td>\n<\/tr>\n
060<\/td>\u201cFull-Scale Wind Testing to Determine the Role of Vertical Protrusions on Curtain wall Performance\u201d Alawode, Vutukuru, Elawady, Chowdhury, & Lori<\/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 III (Chair Dr. Luca Caracoglia) Wind Tunnels III (Chair Dr. Murray Morrison)<\/p>\n","protected":false},"author":6,"featured_media":0,"parent":410,"menu_order":3,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-446","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/446","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=446"}],"version-history":[{"count":2,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/446\/revisions"}],"predecessor-version":[{"id":574,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/446\/revisions\/574"}],"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=446"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}