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弹性动力时程分析中地震波的选取方法研究

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对建筑结构进行弹性动力时程分析时,为了既能让设计人员易于操作,又能在地震波选取方面不失合理性,根据上海市某超限高层结构设计实例的弹性动力时程分析结果,探讨了具有实际工程意义的选波方法.研究表明,无论是基底剪力还是基底弯矩,地震波三向输入的结构响应均比单向输入的结构响应小.采用小样本容量的地震波输入时,人工波输入数量的增加对降低地震波的总体离散性有显著作用.
Selection of earthquake waves in elastic time-history dynamic analysis
In elastic time-history dynamic analysis for building structures, both easy to operate and rationality in waves selec tion are both important. By using to the results of elastic time-history dynamic analysis for structural design of a Shanghai su perhigh building, the wave-selection with engineering significance is discussed. The study shows that for the bending moment or the shear force of base, structure responses of three-direction-input are smaller than the response of one-direction-input.When using small sample size of earthquake waves. The increase in the number of artificial waves can reduce the overall dispersion of earthquake waves.

elastic time-history dynamic analysisearthquake waves selection

陈康华、郭远翔

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华南理工大学土木与交通学院,广东广州 510641

华南理工大学建筑设计研究院,广东广州510641

弹性动力时程分析 地震波 选取方法

2012

河北工业科技
河北科技大学

河北工业科技

CSTPCD
影响因子:0.694
ISSN:1008-1534
年,卷(期):2012.29(1)
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