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作 者:周岱[1] 钱锟[1] 马骏[1] 韩兆龙[1] 洪荣华[1] 季清[1]
机构地区:[1]上海交通大学船舶海洋与建筑工程学院,上海200240
出 处:《上海交通大学学报》2013年第6期862-866,871,共6页Journal of Shanghai Jiaotong University
基 金:国家自然科学基金项目(51078230;11172174);上海市优秀学术带头人计划(13XD1402100)资助
摘 要:采用谐波叠加法模拟风速时程,将风速时程转换为风荷载时程施于漏斗形膜结构,分析膜结构风振响应,获得结构各区块风致动力放大系数.计算表明:漏斗形敞开式膜结构各节点位移响应较为稳定且具有周期性,速度响应曲线和加速度响应曲线均较稳定;结构表面不同部位的风振响应差别较大,迎风面的风致动力放大系数较高,背风面风致动力放大系数平缓.By using the harmony superposition method (HSM), the wind velocity time history was simula- ted and converted to wind load time series. Applying the wind load time series to funnel-shaped open mem- brane structure(FOMS), the structural wind-induced vibration response and the wind-induced dynamic magnification factor were numerically investigated. The results revealed that the wind-induced nodal dis placement, the velocity and acceleration responses of FOMS were stable, and the statistics for the wind-in- duced nodal displacement time history followed the Gaussian distribution. Furthermore, the wind-induced dynamic magnification factor related to different parts of the structure varied significantly and the wind-in- duced dynamic magnification factor on the windward part of structural system was greater than that on the leeward part.
分 类 号:TU312.1[建筑科学—结构工程] V211.3[航空宇航科学与技术—航空宇航推进理论与工程]
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