{"id":279,"date":"2021-04-03T09:46:00","date_gmt":"2021-04-03T13:46:00","guid":{"rendered":"https:\/\/cecas.clemson.edu\/wind\/?page_id=279"},"modified":"2021-04-26T11:13:05","modified_gmt":"2021-04-26T15:13:05","slug":"parallel-sessions-iv","status":"publish","type":"page","link":"https:\/\/cecas.clemson.edu\/wind\/6th-aawe-workshop\/program\/thursday-may-13\/parallel-sessions-iv\/","title":{"rendered":"Parallel Sessions IV"},"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 II (Chair Dr. Catherine Gorle)<\/strong><\/p>\n\n\n\n<table id=\"tablepress-10\" class=\"tablepress tablepress-id-10\">\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-1\">\n\t<td class=\"column-1\">014<\/td><td class=\"column-2\">\u201cNew Model for Rain-Induced Interior and Contents Damage to Mid\/High-Rise Buildings During Hurricane Events\u201d Wei, Pinelli, Aghli, Jia, &amp; Gurley<\/td>\n<\/tr>\n<tr class=\"row-2\">\n\t<td class=\"column-1\">025<\/td><td class=\"column-2\">\u201cHigh Frequency Effect on Peak Pressure Computation on the TTU Building Using Synthetic Inflow Turbulence Generator\u201d Mansouri &amp; Selvam<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">029<\/td><td class=\"column-2\">\u201cNumerical investigation of wind actions on elevated houses\u201d Abdelfatah &amp; Elawady<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">009<\/td><td class=\"column-2\">\u201cEfficiency improvement and discussion of grid effects on the DSRFG method\u201d Wang &amp; Cai<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">064<\/td><td class=\"column-2\">\u201cHurricane Maria Hindcast Using WRF-LES: A Preliminary Comparison of Topographic Wind Speed-Up\u201d Aponte-Bermudez, Masters, Santiago-Hernandez, &amp; Cruz-Garcia<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">067<\/td><td class=\"column-2\">\u201cTime Variant Hurricane Modeling in Performance-based Wind Engineering\u201d Ouyang &amp; Spence<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">050<\/td><td class=\"column-2\">\u201cOn the computational efficiency of LES and hybrid RANS-LES models in building aerodynamics\u201d Khaled &amp; Aly<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">055<\/td><td class=\"column-2\">Abstract Withdrawn<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n\n\n\n<p><strong>Wind Tunnels I (Chair Dr. David Roueche)<\/strong><\/p>\n\n\n\n<table id=\"tablepress-11\" class=\"tablepress tablepress-id-11\">\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-1\">\n\t<td class=\"column-1\">034<\/td><td class=\"column-2\">\u201cWind Performance of Asphalt Shingles Using Full-Scale Experimentation\u201d Tolera, Mostafa, Chowdhury, &amp; Zisis<\/td>\n<\/tr>\n<tr class=\"row-2\">\n\t<td class=\"column-1\">054<\/td><td class=\"column-2\">\u201cPeak Wind Effects on Low-Rise Building Roofs and Rooftop PV Arrays\u201d Braun, Chen, Chowdhury, Estephan, Gordon, Irwin, Johnson, Kennedy, Lyman, Raney, Reed, Sanford, &amp; Wang<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">049<\/td><td class=\"column-2\">\u201cWind speed maximum sustained, mean and gust factor comparison using publicly available H*WIND and Texas Tech University Hurricane Research Team data\u201d Dannemiller, Smith, &amp; Morse<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">031<\/td><td class=\"column-2\">\u201cDevelopment of Standard Test Considering Pressure Equalization for Discontinuous Metal Roof (DMR) Systems.\u201d Lafontaine, Afanasyeva, &amp; Prevatt<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">019<\/td><td class=\"column-2\">\u201cA partial-turbulence approach to estimate peak pressures on low-rise buildings with flat roofs\u201d Guo, Wu, &amp; Kopp<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">013<\/td><td class=\"column-2\">\u201cExamination of gust effect factor for side walls of rigid low-, mid-, and high-rise buildings\u201d Wang &amp; Kopp<\/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 II (Chair Dr. Catherine Gorle) Wind Tunnels I (Chair Dr. David Roueche)<\/p>\n","protected":false},"author":6,"featured_media":0,"parent":406,"menu_order":3,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-279","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/279","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=279"}],"version-history":[{"count":3,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/279\/revisions"}],"predecessor-version":[{"id":580,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/279\/revisions\/580"}],"up":[{"embeddable":true,"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/pages\/406"}],"wp:attachment":[{"href":"https:\/\/cecas.clemson.edu\/wind\/wp-json\/wp\/v2\/media?parent=279"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}