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球面网壳结构风振响应时程分析

Time-History Analyses of Wind Vibration Response of Spherical Latticed Shell Structures

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【作者】 魏德敏边建烽

【Author】 Wei De-min1 Bian Jian-feng2(1.School of Architecture and Civil Engineering,South China Univ.of Tech.,Guangzhou 510640,Guangdong,China;2.Guangzhou Pearl River Foreign Investment Architectural Designing Institute,Guangzhou 510060,Guangdong,China)

【机构】 华南理工大学建筑学院广州珠江外资建筑设计院 广东广州510640广东广州510060

【摘要】 利用线性自回归滤波器法(AR法),编制了大跨空间结构的风速时程模拟程序,通过算例验证了该方法对大跨空间结构具有的良好适用性.将模拟出的风荷载作用于单层球面网壳,用有限元程序ANSYS进行了网壳结构的风振响应时程分析.通过时程分析结果与频域法的相应计算结果的对比,发现时程分析法与频域法的计算结果基本吻合,时程响应的峰值远大于静风响应,频域法的风振系数略大于时程法的结果.

【Abstract】 In this paper,according to the principle of linear auto-regressive model(AR Model),a time-history simulation program of wind velocity is proposed for large-span spatial structures,and the feasibility of the proposed program is verified by a practical example.The simulated wind vibration loads are then applied to the time-history analysis of wind vibration response of single-layer spherical latticed shells by the finite-element program ANSYS.Through comparing the results obtained by the time-history analysis with the computational ones obtained by the frequency-domain method,it is found that the results of the time-history analysis are agreement with ones of the frequency-domain analysis on the whole.But the peak values of the time-history response are far exceed those of the static-wind response,and the wind-vibration coefficient of the frequency-domain method is bigger slightly that of the time-domain method.

【基金】 广东省自然科学基金资助项目(020940)
  • 【文献出处】 华南理工大学学报(自然科学版) ,Journal of South China University of Technology(Natural Science Edition) , 编辑部邮箱 ,2007年11期
  • 【分类号】TU399
  • 【被引频次】16
  • 【下载频次】284
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