EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE

Bai Xiaohong; Bai Guoliang

doi:10.13204/j.gyjz201007010

Volume 40 Issue 7

Dec. 2014

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Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010

Citation:

Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010

Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010

Citation:

Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010

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EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE

doi: 10.13204/j.gyjz201007010

Bai Xiaohong¹,
Bai Guoliang²

1.
1. Planning and Architectural Engineering College,Henan University of Science &Technology,Luoyang 471003,China;
2.
2. School of Civil Engineering,Xi’an University of Architecture &Technology,Xi’an 710055,China

Received Date: 2009-12-05
Publish Date: 2010-07-20

Abstract

Abstract

Because of the eccentricity and irregularity of the frame-bent structure for an industrial workshop, based on the prototype of the principal workshop of a thermal power plant, the spatial computational model of integral structure was established, modal analysis and elastoplastic time history analysis under two-directional horizontal earthquake were made. Combined with the former pseudo-dynamic experiment and quasi-static experiment, the dynamic properties and the spatial deformation performance were studied on emphasis. The result shows that the stiffness of longitudinal direction and the transverse direction is abrupt, which makes the torsional effect evidently, and the weak parts are more, which need attention in its design.
- frame-bent structure,
- elastoplastic time-history analysis,
- biaxial eccentric,
- irrcgularity,
- pseudo-dynamic experiment

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References(8)

References

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