STUDY ON DYNAMIC RESPONSE OF MID PILLAR OF SHALLOWUNDERGROUND STRUCTURE

Wang Pei-lin; Chen Shang-he; Tao Lian-jin; Bian Jin

doi:10.13204/j.gyjz200711017

Volume 37 Issue 11

Dec. 2014

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Wang Pei-lin, Chen Shang-he, Tao Lian-jin, Bian Jin. STUDY ON DYNAMIC RESPONSE OF MID PILLAR OF SHALLOWUNDERGROUND STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 64-67. doi: 10.13204/j.gyjz200711017

Citation:

Wang Pei-lin, Chen Shang-he, Tao Lian-jin, Bian Jin. STUDY ON DYNAMIC RESPONSE OF MID PILLAR OF SHALLOWUNDERGROUND STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 64-67. doi: 10.13204/j.gyjz200711017

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STUDY ON DYNAMIC RESPONSE OF MID PILLAR OF SHALLOWUNDERGROUND STRUCTURE

doi: 10.13204/j.gyjz200711017

1.
1. Beijing Yiqun Engineering Consultation Co.,Ltd.Beijing 100176;
2.
2. College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022;
3.
3. College of Engineering,Guangdong Ocean University Zhanjiang 524001

Received Date: 2007-03-21
Publish Date: 2007-11-20

Abstract

Abstract

The Great Hanshin earthquake in Japan brought serious damage to subway station, and the damage was caused by the collapse of mid pillar.It indicates that mid pillar is the weak part in terms of aseismic design of shallow underground structure.The internal force of mid pillar in the static and dynamic state is calculated by FLAC, and the shaking table scaled test of a typical subway station in Beijing is conducted to study the dynamic performance of mid pillar subjected to earthquake, the damage mechanism of mid pillar in earthquake is analyzed, and some rules are provided to aseismic design of shallow underground structures.
- underground structure,
- mid pillar,
- dynamic response