EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF FOUR-ANGLE COMPOSITE STEEL FRAME WITH CROSS-STIFFENED STEEL PLATE SHEAR WALLS

Hu Qi; Hao Jiping; Guo Hongchao; Zhou Qi; Li Yan

doi:10.13204/j.gyjz201105025

Volume 41 Issue 5

Dec. 2014

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Hu Qi, Hao Jiping, Guo Hongchao, Zhou Qi, Li Yan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF FOUR-ANGLE COMPOSITE STEEL FRAME WITH CROSS-STIFFENED STEEL PLATE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 112-115. doi: 10.13204/j.gyjz201105025

Citation:

Hu Qi, Hao Jiping, Guo Hongchao, Zhou Qi, Li Yan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF FOUR-ANGLE COMPOSITE STEEL FRAME WITH CROSS-STIFFENED STEEL PLATE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 112-115. doi: 10.13204/j.gyjz201105025

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF FOUR-ANGLE COMPOSITE STEEL FRAME WITH CROSS-STIFFENED STEEL PLATE SHEAR WALLS

doi: 10.13204/j.gyjz201105025

1.
Department of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2010-12-20
Publish Date: 2011-05-20

Abstract

Abstract

Based on the experiment of a model of one-bay, two-story four-angle composite steel frame with cross-stiffened steel plate shear walls under cyclic load, it was analyzed the mechanical property and failure mechanism of the structure, and also researched the hysteretic behavior, the failure mode, ductility and energy dissipation.The experimental results demonstrate that the structural system has large initial stiffness and good ductility and energy dissipation.The structural system loses its bearing capacity because of forming plastic hinges at the column feet.
- four-angle connection,
- stiffened steel plate shear walls,
- seismic behavior,
- experimental study

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References(8)

References

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[2] Elgaaly M, Caccese V, Du C . Post-Buckling Behavior of Steel?Plate Shear Walls Under Cyclic Loads[J]. Journal of Structural?Engineering,1993,119(2):588-605.

[3] Schumacher A, Grodin G Y, Kulak G L. Connection of Infill?Panels in Steel Plate Shear Walls [J]. Journal of Civil?Engineering,1999,26(5):549-563.

[4] Driver R G, Kulak G L, Kennedy D J L, et al. Cyclic Tests of?Four-Story Steel Plate Shear Wall [J]. Journal of Structural?Engineering,1998,124(2):112-120.

[5] 曹春华,郝际平,杨丽,等.钢板剪力墙弹塑性分析[J].建筑结构,2007,32(10):40-43.

[6] Alinia M M, Dastfan M. Cyclic Behavior, Deformability and?Rigidity of Stiffened Steel Plate Shear Panels [J]. Journal of?Constructional Steel Research,2007,63:554-563.

[7] 郭彦林,陈国栋,缪友武,等.加劲钢板剪力墙弹性抗剪屈曲性能研究[J].工程力学,2006,23(2):84-91.

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