Buckling resistance of non-uniform steel members based on stress utilization: General formulation-Reference-Cited by-同舟云学术

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Buckling resistance of non-uniform steel members based on stress utilization: General formulation

Published:2018-10 Issue: Volume:149 Page:239-256
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Tankova Trayana,Simões da Silva Luís,Marques Liliana

Funder

Foundation for Science and Technology

European Community's Research Fund for Coal and Steel

Publisher

Elsevier BV

Subject

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

Reference53 articles.

1. Methodus Inveniendi Lineas Curvas maximi minimive proprietate gaudentes;Euler,1759

2. Zeitschirift fur Architektur und Ingeniurwesen;Engesser,1889

3. Ueber Knickfragen Schweizerische Bauzeitung;Engesser,1895

4. Untersuchungen uber Knickfestigkeit;von Karman;Forschungsarbeiten,1910

5. Inelastic Column Theory;Shanley;J. Aeronaut. Sci.,1947

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