An analytical method for ultimate shear strength of composite plate girders with web openings-Reference-Cited by-同舟云学术

An analytical method for ultimate shear strength of composite plate girders with web openings

Published:2013-11 Issue: Volume:56 Page:610-620
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Darehshouri S.F.,Shanmugam N.E.,Osman S.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Höglund T. Strength of thin plate girders with circular or rectangular web holes without web stiffeners. IABSE rep working comm., vol. 11; 1971. p. 353–65.

2. Ultimate load capacity of plate girders with webs containing circular cut-outs;Narayanan;Proc Inst Civ Eng,1981

3. Strength of webs containing circular cut-outs;Narayanan;IABSE Proc,1983

4. Equilibrium solution for predicting the strength of webs with rectangular holes;Narayanan;Proc Inst Civ Eng,1983

5. Design of slender webs containing circular hole;Narayanan;IABSE Proc,1984

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