Linear and non-linear stability analyses of thin-walled beams with monosymmetric I sections-Reference-Cited by-同舟云学术

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Linear and non-linear stability analyses of thin-walled beams with monosymmetric I sections

Published:2010-04 Issue:4-5 Volume:48 Page:299-315
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Mohri Foudil,Damil Noureddine,Potier-Ferry Michel

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Buckling strength of metal structures;Bleich,1952

2. Guide to stability design criteria for metal structures;Galambos,1998

3. Lateral buckling of eccentrically loaded I-columns;Salvadori;Transactions of the ASCE,1956

4. Theory of elastic stability;Timoshenko,1961

5. Vlasov VZ. Thin walled elastic beams, Moscow (French translation: Pièces longues en voiles minces). Paris: Eyrolles; 1962.

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