SEISMIC RESPONSE OF THE FRAME-BENT STRUCTURE FOR MAIN BUILDING OF A LARGE-SCALE THERMAL POWER PLANT CONSIDERING LATERAL-TORSIONAL COUPLING

Wu Tao; Liu Boquan; Bai Guoliang

doi:10.13204/j.gyjz200411008

Volume 34 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(11): 27-29,48

Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017

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Wu Tao, Liu Boquan, Bai Guoliang. SEISMIC RESPONSE OF THE FRAME-BENT STRUCTURE FOR MAIN BUILDING OF A LARGE-SCALE THERMAL POWER PLANT CONSIDERING LATERAL-TORSIONAL COUPLING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 27-29,48. doi: 10.13204/j.gyjz200411008

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SEISMIC RESPONSE OF THE FRAME-BENT STRUCTURE FOR MAIN BUILDING OF A LARGE-SCALE THERMAL POWER PLANT CONSIDERING LATERAL-TORSIONAL COUPLING

doi: 10.13204/j.gyjz200411008

1.
1. Chang'an University Xi'an 710064;
2.
2. Xi'an Univers ity of Architecture &Technology Xic an 710055

Received Date: 2004-06-03
Publish Date: 2004-11-20

Abstract

Abstract

The seismic response of a large-scale thermal power plants main building with frame-bent in the transverse direction and frame-shear wall in the longitudinal direction, under the peak acceleration 50gal. seismic wave had been researched. The following subjects are concerned:the dynamic properties, the effect of torsion on the structure, the interlayer deformation torsional effect, as well as the internal force distribution of the frame-bent. A simplified calculating method was given.
- frame-bent,
- lateral- torsional coupling,
- seismic response

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References(5)

References

[2] 王广军.框排架厂房空间结构地震反应分析.工程抗震,1995(6):14～19

刘大海,杨翠如.厂房抗震设计.北京:中国建筑工业出版社,1997.617～626

[3] 白国良,吴涛,等.大型火力发电厂钢筋混凝土框排架主厂房抗震性能试验研究.西安建筑科技大学土木工程学院,2002.8～12

[4] GB 50011-2001 建筑抗震设计规范

[5] Ju S H, Lin M C. Comparision of Building Analyses Assuming Rigid or Flexible Floors. Journal of Structure Engineering,1999(1):25～31

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