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首页> 外文期刊>Engineering Structures >Higher mode seismic structure-soil-structure interaction between adjacent building during earthquakes
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Higher mode seismic structure-soil-structure interaction between adjacent building during earthquakes

机译:地震期间相邻建筑物之间的高模地震结构-土-结构相互作用

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摘要

This paper evaluates the effect of Structure-Soil-Structure Interaction (SSSI) between two buildings under seismic excitation given different parameters of the buildings, inter-building spacing, and soil type. An extended simplified reduced-order model, that enables higher mode interaction between structures, is proposed. This enables the exploration of the interaction between buildings with a very large difference in height. A database of strong ground motions records with Far-Field, Near-Field Without Pulse and Near-Field Pulse-Like characteristics are employed. Over 3 million system/ground motion cases are analysed in this extensive parametric study. The results suggest that the extended model captures significant interactions, in displacement responses, for the cases of a small building closely flanked by a much taller one.
机译:在建筑物的参数,建筑物间距和土壤类型不同的情况下,本文评估了建筑物在地震激励下的结构-土壤-结构相互作用(SSSI)的效果。提出了一种扩展的简化降阶模型,该模型可以实现结构之间的更高模式交互。这使得能够探索高度差异很大的建筑物之间的相互作用。使用具有远场,无脉冲近场和类似近场脉冲特征的强地面运动记录数据库。在这项广泛的参数研究中,分析了超过300万个系统/地面运动案例。结果表明,扩展模型在位移响应中捕获了很大的相互作用,例如一栋小建筑物紧挨着一栋高得多的建筑物。

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