ANALYSIS ON PRYING FORCE OF SEMI-RIGID BEAM-COLUMN CONNECTIONS OF STEEL STRUCTURE

Wang Yan

doi:10.13204/j.gyjz200407020

Volume 34 Issue 7

Dec. 2014

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Abstract

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Wang Yan. ANALYSIS ON PRYING FORCE OF SEMI-RIGID BEAM-COLUMN CONNECTIONS OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 70-72. doi: 10.13204/j.gyjz200407020

Citation:

Wang Yan. ANALYSIS ON PRYING FORCE OF SEMI-RIGID BEAM-COLUMN CONNECTIONS OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 70-72. doi: 10.13204/j.gyjz200407020

Wang Yan. ANALYSIS ON PRYING FORCE OF SEMI-RIGID BEAM-COLUMN CONNECTIONS OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 70-72. doi: 10.13204/j.gyjz200407020

Citation:

Wang Yan. ANALYSIS ON PRYING FORCE OF SEMI-RIGID BEAM-COLUMN CONNECTIONS OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 70-72. doi: 10.13204/j.gyjz200407020

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ANALYSIS ON PRYING FORCE OF SEMI-RIGID BEAM-COLUMN CONNECTIONS OF STEEL STRUCTURE

doi: 10.13204/j.gyjz200407020

Wang Yan

1.
Qingdao Institute of Architecture and Engineering Qingdao 266033

Received Date: 2003-12-20
Publish Date: 2004-07-20

Abstract

Abstract

A 3D nonlinear finite element method is used to analyze the distribution of prying forces of semi-rigid beam-column connections of a steel structure and the effect of the prying forces on the forced performance of the connections. The maximum of the prying force is deduced according to plastic design theory. And the corresponding computational method ensuring the safety and credibility of such connections is advanced.
- semi-rigidity,
- prying force,
- nonlinearity,
- finite element

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References(4)

References

GB 50017-2003 钢结构设计规范

[2] Cameron P,Chasten,Lu Lewu,et al.Pry-ing and Shear in End-Plate Connection Design.Journal of Structural Engineering,1992,118(5)

[3] 王燕.钢结构梁柱节点在循环荷载作用下的试验研究.工业建筑,2001(12)

[4] ENV 1993-1-1 Eurocode 3.Design of Steel Structures,Part l.1.General Rules and Rules for Buildings.European Committee for Standardization.Brussels:1992

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