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《Journal of Vibration and Shock》 2015-16
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Parameters analyses on wind-induced responses of plate type truss structures under the action of internal and external pressures

YU Xian-feng;GU Ming;XIE Zhuang-ning;State Key Laboratory of Subtropical Building Science,South China University of Technology;Key Laboratory of Structure and Wind Tunnel of Guangdong Higher Education Institutes;State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji Univeristy;  
Internal and external pressures on a flat roof structure were tested in a uniform wind field by applying the synchronous pressure measurement technique. To obtain the accurate Helmholtz resonance frequency, the scaling requirement of internal pressure was strictly ensured. The flat roof structure was designed as a typical plate type truss structure,and the effects of opening area,background porosity,wind direction and damping ratio on the vertical displacement of roof were analyzed. The results show that the root-mean-square value of vertical displacement increases with the increase of opening area and with the decrease of background porosity. The damping ratio has nothing to do with the roof displacement response. The vertical displacement in the case of windward opening is significantly larger than in the case of other wind direction opening. The contribution of fluctuating internal pressure on roof displacement response is mainly attributed to its background component.
【Fund】: 国家自然科学基金(51408227);; 中央高校基本科研业务费专项资金资助(2015ZM001);; 广东省高等学校结构与风洞重点实验室开放基金(201403)
【CateGory Index】: TU356;TU311.3
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