HYSTERETIC BEHAVIOR OF FOUR-ANGLE STEEL CONNECTION

Liu Changjiang; Gu Qiang

doi:10.13204/j.gyjz200902021

Volume 39 Issue 2

Dec. 2014

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Liu Changjiang, Gu Qiang. HYSTERETIC BEHAVIOR OF FOUR-ANGLE STEEL CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 112-114,131. doi: 10.13204/j.gyjz200902021

Citation:

Liu Changjiang, Gu Qiang. HYSTERETIC BEHAVIOR OF FOUR-ANGLE STEEL CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 112-114,131. doi: 10.13204/j.gyjz200902021

Liu Changjiang, Gu Qiang. HYSTERETIC BEHAVIOR OF FOUR-ANGLE STEEL CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 112-114,131. doi: 10.13204/j.gyjz200902021

Citation:

Liu Changjiang, Gu Qiang. HYSTERETIC BEHAVIOR OF FOUR-ANGLE STEEL CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 112-114,131. doi: 10.13204/j.gyjz200902021

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HYSTERETIC BEHAVIOR OF FOUR-ANGLE STEEL CONNECTION

doi: 10.13204/j.gyjz200902021

Liu Changjiang^1,2,
Gu Qiang³

1.
1. Xi'an University of Architecture and Technology,Xi'an 710055,China;
2.
2. Department of Civil and Architecture of Weifang University,Weifang 261061,China;
3.
3. Suzhou University of Science and Technology,Suzhou 215011,China

Received Date: 2008-10-20
Publish Date: 2009-02-20

Abstract

Abstract

It is presented an approach of refined parametric three-dimensional (3D) non-linear analysis for sem-i rigid steel beam-column connection of top-seat-angle with double angle(i. e. four-angle). Based on comparison of its results with test data, the effect of several geometrical parameters on the behavior of the connection is analysed, such as thickness of the angle and the bolt gage on the column leg of the connection angles. By which, the moment-rotation curve of the connection is obtained.
- semi-rigid,
- four-angle,
- connection,
- moment-rotation curve,
- non-linear,
- finite element

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References(7)

References

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