ELASTIC EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAME-BENT STRUCTURES OF MAIN BUILDINGS FOR LARGE THERMAL POWER PLANT

Xue Jianyang; Liang Jiongfeng; Peng Xiuning; Wen Yongqiang

doi:10.13204/j.gyjz201206029

Volume 42 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(6): 137-141

Xue Jianyang, Liang Jiongfeng, Peng Xiuning, Wen Yongqiang. ELASTIC EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAME-BENT STRUCTURES OF MAIN BUILDINGS FOR LARGE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 137-141. doi: 10.13204/j.gyjz201206029

Citation:

Xue Jianyang, Liang Jiongfeng, Peng Xiuning, Wen Yongqiang. ELASTIC EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAME-BENT STRUCTURES OF MAIN BUILDINGS FOR LARGE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 137-141. doi: 10.13204/j.gyjz201206029

Citation:

Xue Jianyang, Liang Jiongfeng, Peng Xiuning, Wen Yongqiang. ELASTIC EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAME-BENT STRUCTURES OF MAIN BUILDINGS FOR LARGE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 137-141. doi: 10.13204/j.gyjz201206029

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ELASTIC EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAME-BENT STRUCTURES OF MAIN BUILDINGS FOR LARGE THERMAL POWER PLANT

doi: 10.13204/j.gyjz201206029

1.
1. College of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China;
2.
2. College of Architecture Engineering,East China Institute of Technology,Nanchang 330013,China;
3.
3. College of Civil Engineering and Architecture,Guangxi University,Nanning 530004,China

Received Date: 2012-02-20
Publish Date: 2012-06-20

Abstract

Abstract

The steel frame-bent structure is the main load-supporting structure in thermal power plants of China,whose structural quality and rigidity are distributed non-uniformly. It is particularly necessary to research earthquakeresistant behavior of this structure. The time history response analysis method was used to study the dynamicproperties, the interlayer deformation and the interlayer shear of steel frame-bent structures of main buildings for largethermal power plant. The results showed that there were many weak parts in the horizontal frame-bent and longitudinalframe-supporting structures, which must be strengthened when designed. The space model should be used to considerthe effect of torsion in structural calculation and analysis.
- frame-bent structure,
- large thermal power plant,
- dynamic property,
- elastic seismic response

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References(7)

References

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[3] 薛建阳,刘祖强,彭修宁,等.钢结构异型节点受力性能及非线性有限元分析[J].西安建筑科技大学学报,2010,42(5):609-613.

[4] 薛建阳,胡宗波,彭修宁,等.钢结构箱形柱与梁异型节点破坏机理的试验研究[J].建筑结构学报,2010(增刊):50-54.

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