Slenderness effects in thin-walled I-section struts susceptible to local–global mode interaction-Reference-Cited by-同舟云学术

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Slenderness effects in thin-walled I-section struts susceptible to local–global mode interaction

Published:2016-10 Issue: Volume:124 Page:128-141
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bai Li,Wadee M. Ahmer

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. A general theory of elastic stability;Thompson,1973

2. Buckling of structures,1976

3. Elastic instability phenomena;Thompson,1984

4. General theory of coupled instabilities;Gioncu;Thin-Wall Struct,1994

5. Post-buckling analysis of corrugated panels in the presence of multiple interacting modes;Pignataro;Thin-Wall Struct,2000

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2. Strength prediction of built-up radially battened columns in torsional buckling;Thin-Walled Structures;2023-11

3. Global/local buckling analysis of thin-walled I-section beams via hierarchical one-dimensional finite elements;Engineering Structures;2023-04

4. Behaviour, finite element modelling and design of cruciform section steel columns;Thin-Walled Structures;2023-01

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