{"_id":"Cv7pdPZiFRLxiF4qn","bibbaseid":"shao-tian-yang-stathopoulos-windinducedstructuralforcecharacteristicsonmwfrsoflowrisebuildingswithanintermediateroofslope-2017","author_short":["Shao, S.","Tian, Y.","Yang, Q.","Stathopoulos, T."],"bibdata":{"bibtype":"inproceedings","type":"inproceedings","language":"English","copyright":"Compendex","title":"Wind-induced structural force characteristics on MWFRS of low-rise buildings with an intermediate roof slope","journal":"9th Asia Pacific Conference on Wind Engineering, APCWE 2017","author":[{"propositions":[],"lastnames":["Shao"],"firstnames":["S."],"suffixes":[]},{"propositions":[],"lastnames":["Tian"],"firstnames":["Y."],"suffixes":[]},{"propositions":[],"lastnames":["Yang"],"firstnames":["Q."],"suffixes":[]},{"propositions":[],"lastnames":["Stathopoulos"],"firstnames":["T."],"suffixes":[]}],"year":"2017","address":"Auckland, New zealand","abstract":"A wind tunnel experimental study for low-rise buildings with intermediate roof slope was performed in a simulated open terrain exposure to examine wind-induced structural force characteristics on main wind force-resisting systems (MWFRS). Results show that for rectangular hip-roofed models, the horizontal aspect ratio effects on peak building bay forces and frame bending moments are minimal. However, for vertical bay forces and bending moments around z-axis on end frame members, roof shape (gable/hip) effects are considerable. In particular, 50% larger vertical suctions act on building bays with the gable roof and more than two times larger in-plane bending moments appear at the knee of the gable-roofed end column. The building plan mainly influences the variation trends of horizontal bay thrusts and in-plane frame bending moments of L-shaped hip-roofed building for 0<sup>o</sup>–120<sup>o</sup> wind directions, compared with those with rectangular building plan views.<br/> © 9th Asia Pacific Conference on Wind Engineering, APCWE 2017. All Rights Reserved.","key":"20201908636932","keywords":"Buildings;Aspect ratio;Roofs;Wind tunnels;","note":"Aspect ratio effects;Building bays;In-plane bending moment;Low-rise buildings;Main wind force resisting systems;Rectangular Buildings;Structural forces;Wind directions;","bibtex":"@inproceedings{20201908636932 ,\nlanguage = {English},\ncopyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},\ncopyright = {Compendex},\ntitle = {Wind-induced structural force characteristics on MWFRS of low-rise buildings with an intermediate roof slope},\njournal = {9th Asia Pacific Conference on Wind Engineering, APCWE 2017},\nauthor = {Shao, S. and Tian, Y. and Yang, Q. and Stathopoulos, T.},\nyear = {2017},\naddress = {Auckland, New zealand},\nabstract = {A wind tunnel experimental study for low-rise buildings with intermediate roof slope was performed in a simulated open terrain exposure to examine wind-induced structural force characteristics on main wind force-resisting systems (MWFRS). Results show that for rectangular hip-roofed models, the horizontal aspect ratio effects on peak building bay forces and frame bending moments are minimal. However, for vertical bay forces and bending moments around z-axis on end frame members, roof shape (gable/hip) effects are considerable. In particular, 50% larger vertical suctions act on building bays with the gable roof and more than two times larger in-plane bending moments appear at the knee of the gable-roofed end column. The building plan mainly influences the variation trends of horizontal bay thrusts and in-plane frame bending moments of L-shaped hip-roofed building for 0<sup>o</sup>–120<sup>o</sup> wind directions, compared with those with rectangular building plan views.<br/> © 9th Asia Pacific Conference on Wind Engineering, APCWE 2017. All Rights Reserved.},\nkey = {Bending moments},\nkeywords = {Buildings;Aspect ratio;Roofs;Wind tunnels;},\nnote = {Aspect ratio effects;Building bays;In-plane bending moment;Low-rise buildings;Main wind force resisting systems;Rectangular Buildings;Structural forces;Wind directions;},\n} \n\n\n","author_short":["Shao, S.","Tian, Y.","Yang, Q.","Stathopoulos, T."],"id":"20201908636932","bibbaseid":"shao-tian-yang-stathopoulos-windinducedstructuralforcecharacteristicsonmwfrsoflowrisebuildingswithanintermediateroofslope-2017","role":"author","urls":{},"keyword":["Buildings;Aspect ratio;Roofs;Wind tunnels;"],"metadata":{"authorlinks":{}}},"bibtype":"inproceedings","biburl":"https://bibbase.org/network/files/m3A3cns49MKmeRzt5","dataSources":["6bQoEjmiPcFP9pfsZ","6Aw5QAtT2yLJ3d2JP","qBPxBjrzghRQ4Wzbf","EnwwBMFxopKkypo2f","8uWbXNBCDiEboMj8h"],"keywords":["buildings;aspect ratio;roofs;wind tunnels;"],"search_terms":["wind","induced","structural","force","characteristics","mwfrs","low","rise","buildings","intermediate","roof","slope","shao","tian","yang","stathopoulos"],"title":"Wind-induced structural force characteristics on MWFRS of low-rise buildings with an intermediate roof slope","year":2017}