Effect of Different Types of Middle Columns on the Seismic Performance of Single-Story Subway Station Structure

Effect of Different Types of Middle Columns on the Seismic Performance of Single-Story Subway Station Structure

In view of the seismic weak component of the single-frame-type subway station structure, the three-dimensional (3D) time-domain nonlinear finite element static-dynamic coupling analysis model of interaction between soil and subway station structure is established by, respectively, using rectangular...

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Bibliographic Details
Main Authors:	Sheng Li, Haiyang Zhuang, Wei Wang, Liguo Jin, Zhengfang Dong
Format:	Article
Language:	English
Published:	Hindawi Limited 2021-01-01
Series:	Shock and Vibration
Online Access:	http://dx.doi.org/10.1155/2021/7617782

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