Ultimate limit state of slender steel webs subject to (i) constant and (ii) repeated partial edge loading-Reference-Cited by-同舟云学术

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Ultimate limit state of slender steel webs subject to (i) constant and (ii) repeated partial edge loading

Published:1992-01 Issue:1-3 Volume:21 Page:147-162
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kutmanová Irena,S̆kaloud Miroslav

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference4 articles.

1. Post-buckled behaviour of webs under partial edge loading;S̆kaloud,1975

2. Stability problems of steel box girder bridges;S̆kaloud,1981

3. Steel webs with flanges subjected to partial edge loading;Drdácký,1982

4. Ultimate load behaviour of longitudinally stiffened steel webs subject to partial edge loading;Kutmanová,1990

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