Postcritical Imperfection-Sensitive Buckling and Optimal Bracing of Large Regular Frames-Reference-Cited by-同舟云学术

Postcritical Imperfection-Sensitive Buckling and Optimal Bracing of Large Regular Frames

Published:1997-04 Issue:4 Volume:123 Page:513-522
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Bažant Zdeněk P.,Xiang Yuyin

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281997%29123%3A4%28513%29

Reference25 articles.

1. Bažant Z. (1943). “Buckling strength of frame structures.” Technický Obzor Prague Czechoslovakia 51(7 8 and 16) (in Czech).

2. Bažant Z. P. and Cedolin L. (1991). Stability of structures: elastic inelastic fracture and damage theories . Oxford University Press New York N.Y.

3. Bleich F. (1961). Buckling strength of metal structures . McGraw-Hill Book Co. New York N.Y.

4. Britvec S. J. (1973). The stability of elastic systems . Pergamon Press Inc. New York N.Y.

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