3-D SEISMIC RESPONSE ANALYSIS OF R.C.FRAME-BENT STRUCTURE

Bai Xiao-hong; Bai Guo-liang; Wu Tao

doi:10.13204/j.gyjz200711010

Volume 37 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(11): 34-37

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Citation:

Bai Xiao-hong, Bai Guo-liang, Wu Tao. 3-D SEISMIC RESPONSE ANALYSIS OF R.C.FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 34-37. doi: 10.13204/j.gyjz200711010

Citation:

Bai Xiao-hong, Bai Guo-liang, Wu Tao. 3-D SEISMIC RESPONSE ANALYSIS OF R.C.FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 34-37. doi: 10.13204/j.gyjz200711010

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3-D SEISMIC RESPONSE ANALYSIS OF R.C.FRAME-BENT STRUCTURE

doi: 10.13204/j.gyjz200711010

1.
1. School of Civil Engineering,Xi'an University of Architecture &Technology Xi'an 710055;
2.
2. School of Construction Engineering,Chang'an University Xi'an 710064

Received Date: 2006-09-20
Publish Date: 2007-11-20

Abstract

Abstract

It is proposed an integral model to analyze the seismic response of a large-scale thermal power plant s main building with frame-bent in the transverse direction and frame-shear wall in the longitudinal direction under three certain seismic waves.The following subjects are concerned: the space model, the dynamic properties, the layer displacement, the interlayer deformation and layer shear, and compared the calculation result of the plant model with space model.The spatial effect ratio and adjusting coefficient of space structure were suggested, and the spatial effect was very obvious.Designing of the eccentric and irregular space structure was not safety without considering of the spatial effect of torsion on the structure. The valuable and theoretical achievements have been yielded.
- frame-bent structure,
- 3-D seismic response analysis,
- adjusting coefficient,
- eccentric structure

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References(5)

References

刘大海, 杨翠如.厂房抗震设计.北京: 中国建筑工业出版社,1997: 612-639

吴涛, 刘伯权, 白国良.大型火力发电厂钢筋混凝土框排架主厂房平扭耦联地震反应分析.工业建筑, 2004, 34( 11): 26-29

Moss Pet er J, Carr Athol J.The Effects of Large Displacements on theEarthquake Response of Tall Concrete Frame Structures.Bullet in of theNew ZealandNat ional Society for Earthquake Engineering, 1980, 13(4):320-371

Clough R W.Nonlinear Earthquake Response.Earthquake Engineering,1970, 10(3): 289-293

赵严峰.多高层混凝土框架空间整体分析: [ 学位论文].西安: 西安建筑科技大学, 2003

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