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Trans Tech Publications, Applied Mechanics and Materials, (166-169), p. 2202-2208, 2012

DOI: 10.4028/www.scientific.net/amm.166-169.2202

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Seismic Response Analysis of the Transfer Station in Transportation Junction Considering the Effect of the Pile and Soil

Journal article published in 2012 by Ye Guan, Xin Liang Jiang, Yan Ping Zhang
This paper was not found in any repository, but could be made available legally by the author.
This paper was not found in any repository, but could be made available legally by the author.

Full text: Unavailable

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Data provided by SHERPA/RoMEO

Abstract

In order to understand the seismic performance of the large complex structure with multi-storey basement, the structure-pile-soil finite element model of a typical cross sections of one transfer station in a transportation junction were established by using the ANSYS software. The time history analysis was adopted, and the seismic responds of the whole system under the seismic load was analyzed, and some rules were attained. Comparing the result of the seismic responds with the rigid foundation model which the soil around the underground structure simulated by spring element, and some salutary conclusions are attained.