Buckling capacities of braced heavy columns under an axial load-Reference-Cited by-同舟云学术

Buckling capacities of braced heavy columns under an axial load

Published:1988-01 Issue:5 Volume:28 Page:563-571
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Wang C.M.,Ang K.K.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference11 articles.

1. Determination of the greatest height consistent with stability that a vertical pole or mast can be made and of the greatest height to which a tree of given proportions can grow;Greenhill,1881

2. Theory of Elastic Stability;Grishcoff,1961

3. Stability of a heavy column with an end load;Wang;J. appl. Mech. ASME,1981

4. Buckling and postbuckling of a long hanging elastic column due to a bottom load;Wang;J. appl. Mech. ASME,1983

5. C. Y. Wang, Approximate formulas for the buckling of a heavy column with an end load. J. Engng Mech., ASCE (submitted).

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