ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE

Zhang Min; Liang Jiongfeng

doi:10.13204/j.gyjz20081012

Volume 38 Issue 10

Dec. 2014

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Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

Citation:

Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

Citation:

Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

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ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE

doi: 10.13204/j.gyjz20081012

1.
College of Civil Engineering and Architecture,East China Jiaotong University Nanchang 330013

Received Date: 2007-12-17
Publish Date: 2008-10-20

Abstract

Abstract

The arch transfer floor may be a new type of transfer story structure. As a result of the sudden change of rigidity of superstructure and substructure,the earthquake response may be considerably sharp.The effect of the equivalent lateral rigidity ratio on frequent earthquake response is analyzed in this new transfer floor,and some design proposals are presented,which can be referred in the design of engineering.
- transfer floor,
- arch,
- equivalent lateral rigidity ratio,
- sudden change of rigidity,
- earthquake response