Buckling resistance assessment of steel I-section beam-columns not susceptible to LT-buckling-Reference-Cited by-同舟云学术

Buckling resistance assessment of steel I-section beam-columns not susceptible to LT-buckling

Published:2017-02 Issue:2 Volume:17 Page:205-221
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archives of Civil and Mechanical Engineering

Author:

Giżejowski Marian Antoni,Szczerba Radosław,Gajewski Marcin Daniel^ORCID,Stachura Zbigniew

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference39 articles.

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4. Numerical study of resistance interaction curves of steel I-section beam-columns;Szczerba,2015

5. Improvement of the interaction formulae for beam columns in Eurocode 3;Boissonnade;Computers and Structures,2002

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