PLASTIC ANALYSIS ON COMPOSITE FLOOR SLABS SUBJECTED TO LATERAL LOADS

Nie Jianguo; Chen Ge

doi:10.13204/j.gyjz200708005

Volume 37 Issue 8

Dec. 2014

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Nie Jianguo, Chen Ge. PLASTIC ANALYSIS ON COMPOSITE FLOOR SLABS SUBJECTED TO LATERAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 18-21. doi: 10.13204/j.gyjz200708005

Citation:

Nie Jianguo, Chen Ge. PLASTIC ANALYSIS ON COMPOSITE FLOOR SLABS SUBJECTED TO LATERAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 18-21. doi: 10.13204/j.gyjz200708005

Nie Jianguo, Chen Ge. PLASTIC ANALYSIS ON COMPOSITE FLOOR SLABS SUBJECTED TO LATERAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 18-21. doi: 10.13204/j.gyjz200708005

Citation:

Nie Jianguo, Chen Ge. PLASTIC ANALYSIS ON COMPOSITE FLOOR SLABS SUBJECTED TO LATERAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 18-21. doi: 10.13204/j.gyjz200708005

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PLASTIC ANALYSIS ON COMPOSITE FLOOR SLABS SUBJECTED TO LATERAL LOADS

doi: 10.13204/j.gyjz200708005

Nie Jianguo¹,
Chen Ge²

1.
1. Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University Beijing 100084;
2.
2. Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2006-10-20
Publish Date: 2007-08-20

Abstract

Abstract

It is provided that elasto-plastic finite element analyses of steel-concrete composite portal frame subjected to lateral loads to study how the crack influence the spatial action of composite floor slabs under plastic condition.Analysis results show that crack does not influence the spatial actions of composite floor slabs too much because of the restriction provided by the reinforce bar in the concrete slabs.
- steel-concrete composite floor slab,
- plastic analysis,
- spatial action

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References(6)

References

.聂建国,余志武. 钢-混凝土组合梁在我国的研究及应用[J].土木工程学报,1999,(02):3-8.doi: 10.3321/j.issn:1000-131X.1999.02.001.

.GB 50011-2001.建筑抗震设计规范[S].

.刘大海,杨翠如,钟锡根. 高层建筑抗震设计[M].北京:中国建筑工业出版社,1993.

.GB 50010-2002.混凝土结构设计规范[S].

.GB 50017-2003.钢结构设计规范[S].

.聂建国,沈聚敏,袁彦生. 钢-混凝土简支组合梁变形计算的一般公式[J].工程力学,1994,(01):21-27.

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