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

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References(6)

References

叶燎原,潘文.结构静力弹-塑性分析(Pushover) 的原理和计算实例[J].建筑结构学报,2000,21(1):37-43.

[2] 杨浦,李英民,王亚勇,等.结构静力弹－塑性分析(Pushover)方法的改进[J].建筑结构学报,2000,21(1):44-50.

[3] 欧进萍,候钢领,吴斌.概率Push-over 分析方法及其在结构体系抗震可靠度评估中的应用[J].建筑结构学报,2001,22(6):81-86.

[4] 魏巍,冯启民.几种Pushover 分析方法对比研究[J].地震工程与工程振动,2002,22(4):66-73.

[5] 朱杰江,吕西林,容柏生.复杂体系高层结构的推覆分析方法和应用[J].地震工程与工程振动,2003,23(4):54-60.

[6] 张凡.高层建筑结构的Pushover 分析方法及应用研究[D].西安: 西安建筑科技大学,2005.

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