PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION

Xie Xiao-dong; Yang Na; Yang Qing-shan

doi:10.13204/j.gyjz200605021

Volume 36 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(5): 79-82,94

Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021

Citation:

Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021

Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021

Citation:

Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021

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PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION

doi: 10.13204/j.gyjz200605021

1.
College of Architecture and Civil Engineering,Beijing Jiaotong University Beijing 100044

Received Date: 2005-12-20
Publish Date: 2006-05-20

Abstract

Abstract

The effect of cutting radius on steel reduced web connection is analyzed considering both the moment and shearing force.The result got from theory analysis is confirmed right through non-linear finite element analysis and the theory is believed effective to estimate the moment resisting ability of steel beam section. Then the influence between the distance from column and cutting radius are analyzed.It is instructive for designing such reduced web connection.
- steel structure,
- beam-column connection,
- reduced web,
- non-linear finite element,
- ANSYS

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References(7)

References

中国建筑工业出版社. 现行建筑结构规范大全. 北京: 中国建筑工业出版社, 2002

赵熙元. 建筑钢结构设计手册. 北京; 冶金工业出版社, 1995:224-313

王国周, 瞿履谦. 钢结构) ) 原理与设计. 北京: 清华大学出版社,1992: 206

陈绍蕃. 钢结构设计原理. 北京: 科学出版社, 1998: 125

Michel Bruneau, Chiaming Uang, Whittaker Andrew. Ductile Design ofSteel Structures. New York:McGraw-Hill, 1998: 89

邱宏刚. 高层钢框架削弱型节点的抗震性能分析: [硕士学位论文]. 北京: 北方交通大学, 2003

李兆凡. 钢结构梁柱节点抗震性能研究: [硕士学位论文]. 北京:清华大学,2002

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