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考虑转动激励影响的不规则结构地震响应分析

Seismic response analysis of an irregular structure under earthquake excitations including torsional input

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【作者】 孙作玉王晖方明胜巫鹏飞

【Author】 SUN Zuo-yu;WANG Hui;FANG Ming-sheng;WU Peng-fei;School of Civil Engineering,Guangzhou University;

【机构】 广州大学土木工程学院

【摘要】 地震动是一种典型的非平稳随机过程,其特性与结构的场地土条件、远近震等因素密切相关.文章主要考虑了场地土条件对地震动功率谱的影响,采用小波分析的方法,计算演变随机地震动激励对应的小波系数,并生成了地震动平动激励和转动激励的加速度时程,以之作为等效激励输入,对一个Ⅱ类场地上的不规则结构进行了仿真分析.结果表明,对于不规则结构而言,地震动激励的转动部分和非平稳特性对结构的动力响应有显著的影响.

【Abstract】 Earthquake shock is a typical non-stationary random process,its features mainly depend on the insite earth conditions and other affecting factors,such as the distance with the earthquake center. In this paper,the in-site condition affect is incorporated into the power spectral density of seismic acceleration,and the wavelet coefficients of the evolutional random seismic excitations are calculated,both of the translational and torsional seismic acceleration time histories are reconstructed by using wavelet transform method. An irregular structure on site type II is simulated by using these excitations as equivalent inputs. The results show that the torsional input and the evolutionary feature of the excitations have great effects on the dynamic responses of the structure.

【基金】 国家自然科学基金资助项目(51178127);国家973项目部分资助项目(2011CB013606)
  • 【文献出处】 广州大学学报(自然科学版) ,Journal of Guangzhou University(Natural Science Edition) , 编辑部邮箱 ,2014年05期
  • 【分类号】TU311.3
  • 【下载频次】60
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