PUSHOVER ANALYSIS OF LARGE-SPAN PRESTRESSED CONCRETE FRAME STRUCTURE

Guo Hongxia; Chen Yingbo; Lu Zhean; Ma Guangyue

doi:10.13204/j.gyjz200812013

Volume 38 Issue 12

Dec. 2014

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Guo Hongxia, Chen Yingbo, Lu Zhean, Ma Guangyue. PUSHOVER ANALYSIS OF LARGE-SPAN PRESTRESSED CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 44-48. doi: 10.13204/j.gyjz200812013

Citation:

Guo Hongxia, Chen Yingbo, Lu Zhean, Ma Guangyue. PUSHOVER ANALYSIS OF LARGE-SPAN PRESTRESSED CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 44-48. doi: 10.13204/j.gyjz200812013

Guo Hongxia, Chen Yingbo, Lu Zhean, Ma Guangyue. PUSHOVER ANALYSIS OF LARGE-SPAN PRESTRESSED CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 44-48. doi: 10.13204/j.gyjz200812013

Citation:

Guo Hongxia, Chen Yingbo, Lu Zhean, Ma Guangyue. PUSHOVER ANALYSIS OF LARGE-SPAN PRESTRESSED CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 44-48. doi: 10.13204/j.gyjz200812013

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PUSHOVER ANALYSIS OF LARGE-SPAN PRESTRESSED CONCRETE FRAME STRUCTURE

doi: 10.13204/j.gyjz200812013

1.
The Key Lab of Road Bridge and Structure in Hubei Province,Wuhan University of Technology Wuhan 430070

Received Date: 2008-02-02
Publish Date: 2008-12-20

Abstract

Abstract

Lately,the static pushover analysis has become a simplified computer method for evaluating aseismic capacity of a structure. It is reviewed that the basic principles and methods of the static pushover analysis.Its main calculation procedure are summarized according to China code for seismic design by means of SAP 2000,based on which,the method is applied to pushover analysis of prestressed concrete frame structure.The results acquired are contrasted with those got by pseudostatic experiment. Some proposals for design are given
- pushover analysis,
- prestressed concrete,
- frame structure