Fourth International Conference on Coupled Instabilities in Metal Structures, CIMS2004 , 2004-09-27

Title : ( A modified Formula to Evaluate Shear Resistance of Plate Girders to Combined Shear and Patch Loading )

Authors: Farzad Shahabian Moghadam , Hassan Haji Kazemi ,

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Abstract

Experimental investigation of ultimate resistance of slender, steel-plate girder web panels to combined shear-and-patch loading indicates significant interaction between shear loading and patch loading. However, an existing interaction formula is based on experimental results. Herein, an improved design procedure for slender plate girders subjected to combined shear and patch loading is presented. A modified formula to evaluate shear resistance of plate girders in absence of patch loading is proposed that shows satisfactory correlation with available test data and is acceptable for practical purposes.

Keywords

, Plate Girders, Combined Shear and Patch Loading, Modified Shear Resistance
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@inproceedings{paperid:1009110,
author = {Shahabian Moghadam, Farzad and Haji Kazemi, Hassan},
title = {A modified Formula to Evaluate Shear Resistance of Plate Girders to Combined Shear and Patch Loading},
booktitle = {Fourth International Conference on Coupled Instabilities in Metal Structures, CIMS2004},
year = {2004},
location = {رم, ITALY},
keywords = {Plate Girders; Combined Shear and Patch Loading; Modified Shear Resistance},
}

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%0 Conference Proceedings
%T A modified Formula to Evaluate Shear Resistance of Plate Girders to Combined Shear and Patch Loading
%A Shahabian Moghadam, Farzad
%A Haji Kazemi, Hassan
%J Fourth International Conference on Coupled Instabilities in Metal Structures, CIMS2004
%D 2004

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