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网壳结构平稳与非平稳随机地震响应研究
Research into stationary and non-stationary random seismic response of latticed shell
【摘要】 对虚拟激励方法进行了研究,通过自编程序对单双层网壳的平稳与非平稳地震响应进行了分析,并列举一具体算例进行了说明,从而解决了网格结构中非平稳随机地震响应的问题,得出非平稳地震反应小于平稳地震反应的结论。
【Abstract】 Pseudo excitation method is studied in the article.Through writing procedures,it analyzes stationary and non-stationary random seismic response of single and double-layer latticed shell,lists a concrete example to illustrates it to solve the problem of non-stationary random seismic response in latticed shell,and draws a conclusion that non-stationary seismic response is smaller than stationary seismic response.
【关键词】 单双层球面网壳;
虚拟激励法;
随机地震响应;
平稳反应;
【Key words】 single and double-layer spherical latticed shell; pseudo excitation method; random seismic response; stationary response;
【Key words】 single and double-layer spherical latticed shell; pseudo excitation method; random seismic response; stationary response;
【基金】 华南理工大学自然科学基金资助课题项目(项目编号:104-E51040)
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2007年26期
- 【分类号】TU399
- 【被引频次】1
- 【下载频次】49