DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES

Guo Bingshan; Zhuang Xiaoyong

doi:10.13204/j.gyjz200703020

Volume 37 Issue 3

Dec. 2014

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Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020

Citation:

Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020

Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020

Citation:

Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020

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DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES

doi: 10.13204/j.gyjz200703020

1.
College of Architecture and Civil Engineering,Xi'an University of Science and Technology Xi'an 710054

Received Date: 2006-09-20
Publish Date: 2007-03-20

Abstract

Abstract

It was performed nonlinear finite element analysis for K shape eccentrically braced steel frames on differentlength of link beam. Analysis indicates that the strength, rigidity, ductility and energy -dissipation performance of K shapeeccentrically braced steel frames deteriorate differently with the length increase of link beam. The shorter the link beam is,the larger plastic deformation of it, so itmakes plastic collapse easily, while a long link beam has a poor cyclic behavior. Atthe end of this paper, suggestions on design of the length of link beam based on finite element simulation results arepresented.
- eccentrically braced steel frames,
- finite element,
- steel frame

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References(8)

References

Keith D Hjelmstad,Egor P,Popov F. Characteristices of Eccentrically Braced Frames[J].Journal of Structural Engineering,1984,(02):340-353.

James O Malley,Egor P,Popov F. Shear Links in Eccentrically Braced Frames[J].Journal of Structural Engineering,1984,(09):2275-2295.

Keith D Hjelmstad,Egor P,Popov F. Cyclic Behavior and Design of Link Beams[J].Journal of Structural Engineering,1983,(10):2387-2403.

JGJ 99-1998.高层民用建筑钢结构技术规程[S].

GB 50017-2003.钢结构设计规范[S].

ECCS. Study of Design of Steel Building in Earthquake Zones.Doc.ECCS-TWG 1.3,N 47[Z].1986.

姚谦峰,陈平. 土木工程结构试验[M].北京:中国建筑工业出版社,2001.

刘伟,卞延彬. 偏心支撑钢框架抗震性能的试验研究[J].钢结构,2003,(06):27-30.

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沈阳化工大学材料科学与工程学院沈阳 110142

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