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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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