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Error Study of Displacement Model for Seismic Analysis of Long-Span Structures Subjected to Multi-Support Earthquake Excitations

机译:多支撑地震激励的长跨度结构抗震分​​析震荡模型的误差研究

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Long-span structure is a more common structural style in the public buildings, and its seismic response often differs from other structures because of the long-span characteristic, and thereby the multi-support earthquake excitation, such as the displacement model and acceleration model, need to be adopted in the seismic analysis. However, relative researches have proved that there exists certain problem in the displacement model. According to previous works, the error causes of displacement model are described firstly and expression is also given to estimate the magnitude of error. Then, the influencing factors on the error of displacement model are also given and analyzed. In the end, numerical studies are carried out to verify the viewpoint proposed in this paper.
机译:长跨度结构是在公共建筑中更常见的结构风格,并且由于长跨度特性,其地震反应通常与其他结构不同,从而多支撑地震激励,例如位移模型和加速模型,需要在地震分析中采用。然而,已经证明了相对的研究,位移模型中存在某些问题。根据以前的作品,首先描述了位移模型的错误原因,并且还描述了表达式来估计误差的幅度。然后,还给出并分析了对位移模型误差的影响因素。最后,进行数值研究以验证本文提出的观点。

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