Ultimate load carrying capacity of the Lu Pu steel arch bridge under static wind loads-Reference-Cited by-同舟云学术

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Ultimate load carrying capacity of the Lu Pu steel arch bridge under static wind loads

Published:2003-02 Issue:2 Volume:81 Page:61-73
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Cheng Jin,Jiang Jian-Jing,Xiao Ru-Cheng,Xiang Hai-Fan

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. Finite element procedures;Bathe,1996

2. Stability of steel arch-bridges a state-of-the-art report;Yabuki;Solid Mech. Arch.,1984

3. Theory of elastic stability;Timoshenko,1961

4. An introduction to the elastic stability of structures;Simitses,1976

5. Elastic buckling of arches under symmetric loading;Austin;J. Struct. Div., ASCE,1976

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3. Mechanics of tapered axially functionally graded shallow arches;Composite Structures;2018-03

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