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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(11): 64-67

He Yibin, Tang Xiexing, Xia Dongzhou. RESEARCH ON DAMPING DISSIPATION UNDER VIBRATION FOR RC BENDING MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 11-15. doi: 10.13204/j.gyjz200602004

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

He Yibin, Tang Xiexing, Xia Dongzhou. RESEARCH ON DAMPING DISSIPATION UNDER VIBRATION FOR RC BENDING MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 11-15. doi: 10.13204/j.gyjz200602004

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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

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References(8)

References

王秀英, 刘维宁, 张弥.地下结构震害类型及机理研究.中国安全科学学报, 2003, 13(11): 55-58

潘昌实.隧道及地下结构物抗震问题的研究概况.世界隧道, 1996( 5): 7-16

郑永来, 杨林德, 李文艺, 等.地下结构抗震.上海: 同济大学出版社, 2005

季倩倩, 杨林德.地下铁道震害与震后修复措施.灾害学, 2001, 16( 2): 31-36

阳波, 刘军生.大跨度地下结构中柱抗震研究.建筑技术开发,2004, 31( 8): 36-38

王沛霖.基于土-结构相互作用的浅埋地下结构振动台模型试验研究: [ 硕士学位论文].北京: 北京工业大学, 2006

边金.地铁地下结构的地震动力响应研究: [ 博士学位论文].北京: 北京工业大学, 2006

陶连金, 王沛霖, 边金.典型地铁车站结构振动台模型试验.北京工业大学学报, 2006, 32(9): 798-801

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