ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE

Yan Hua; Li Ronghua

doi:10.13204/j.gyjz201109031

Volume 41 Issue 9

Dec. 2014

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Yan Hua, Li Ronghua. ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 136-140. doi: 10.13204/j.gyjz201109031

Citation:

Yan Hua, Li Ronghua. ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 136-140. doi: 10.13204/j.gyjz201109031

Yan Hua, Li Ronghua. ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 136-140. doi: 10.13204/j.gyjz201109031

Citation:

Yan Hua, Li Ronghua. ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 136-140. doi: 10.13204/j.gyjz201109031

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ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE

doi: 10.13204/j.gyjz201109031

Yan Hua¹,
Li Ronghua²

1.
1. Faculty of Architecture and Engineering,Langfang Teachers College,Langfang 065000,China;
2.
2. Civil Engineering Institute,Hebei Engineering University,Handan 056001,China

Received Date: 2011-05-20
Publish Date: 2011-09-20

Abstract

Abstract

It was conducted the static nonlinear pushover analysis of a moment frame structure. Through the analysis of the structure basis shearing force-top displacements elastoplasticity change relations, the structure plastic hinges formation course and the destruction mechanism, it was obtained the performance point of the structure. Then it was examined the story displacement of the structure to see whether it satisfied the limit of the story displacement specified by the code GB 500112011, so as to examine and inspect the earthquake resistance ability. Finally the structure failure mechanism was discussed, and the method of improving structure earthquake resistance performance was researched.
- moment frame structure,
- static nonlinear,
- earthquake resistance ability,
- pushover