Post-critical behaviour of tubular struts-Reference-Cited by-同舟云学术

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Post-critical behaviour of tubular struts

Published:1980-10 Issue:4 Volume:2 Page:225-229
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Supple W.J.,Collins I.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference6 articles.

1. Limit state analysis of double-layered grids;Supple,1978

2. Space trusses with brittle-type strut buckling;Schmidt;J. Struct. Div., ASCE,1976

3. Limit design of columns;Paris;J. Aeronaut. Sci.,1954

4. Inelastic column buckling;Lin;J. Aeronaut. Sci.,1950

5. Inelastic column buckling;Lin;J. Aeronaut. Sci.,1950

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Optimum design of circular tubes loaded in compression in preand post-buckling ranges;Structural Optimization;1992-03

2. Geometric and material non-linear behaviour of beam-columns;Computers & Structures;1990-01

3. Geometric and material nonlinear analysis of structures comprising rectangular hollow sections;Engineering Structures;1988-01

4. Analysis Methods for Spatial Structures;Lecture Notes in Engineering;1987

5. The Elastoplastic Analysis of Pin-Jointed Spatial Structures;International Journal of Space Structures;1985-12

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