Effects of Burial Depth on the Seismic Response of Subway Station Structure Embedded in Saturated Soft Soil

For the aim to study the effects of burial depth on seismic response in the subway station’s structure embedded in saturated soft soil, on the basis of the OpenSEES program, numerical models with four cases of burial depth for the nonlinear interaction system including subway station’s structure and...

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Bibliographic Details
Main Authors: Xuelei Cheng, Zongguang Sun
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/8978467