Nonlinear analysis of steel plane frames with initial imperfections-Reference-Cited by-同舟云学术

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Nonlinear analysis of steel plane frames with initial imperfections

Published:1986-01 Issue:4 Volume:23 Page:553-557
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Kam T.Y.,Lee F.S.

Publisher

Elsevier BV

Subject

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

Reference13 articles.

1. Inelastic Analysis of Multistory Multibay Frames;Alvarez,1969

2. Plastic Behavior and Design;Baker,1956

3. General Failure Analysis of Skeletal Plane Frames;Harung,1973

4. Inelastic Tangential Stiffness for 2-D Frames;Kam,1983

5. Inelastic Frame Buckling;Moses,1964

Cited by 11 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. Influence of imperfections on the progressive collapse of steel moment resisting frames;Journal of Constructional Steel Research;2021-08

2. Finite Element Analysis of Space Frame Structures;Springer Series in Reliability Engineering;2012-08-01

3. Double-Layer Grids: Review of Static and Thermal Analysis Methods;Journal of Structural Engineering;1996-08

4. Buckling failure probability of imperfect elastic frames;Computers & Structures;1992-07

5. Buckling analysis of imperfect frames using a stochastic finite element method;Computers & Structures;1992-03

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