Elastic-plastic instability of flexibly connected non-orthogonal frames-Reference-Cited by-同舟云学术

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Elastic-plastic instability of flexibly connected non-orthogonal frames

Published:1991-01 Issue:6 Volume:39 Page:663-669
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Mohamed S.E.,Kounadis A.N.,Simitses G.J.

Publisher

Elsevier BV

Subject

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

Reference20 articles.

1. Tangent stiffness in plane frames;Oran;J. Struct. Div. ASCE,1973

2. Large deflection and stability of rigid frame;Qashu;J. Engng. Mech. Div. ASCE,1983

3. Nonlinear analysis of portal frames;Simitses;Int. J. Numer. Meth. Engng,1981

4. Buckling of imperfect rigid-jointed frames;Simitses;J. Engng Mech. Div. ASCE,1978

5. Nonlinear analysis of gabled frames under static loads;Simitses;J. Constructional Steel Res.,1989

Cited by 4 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. Buckling analysis of semi-rigid gabled frames;Structural Engineering and Mechanics;2015-08-10

2. Editorial;Archive of Applied Mechanics;2012-10

3. Elastoplastic Analysis of Semi-Rigid Frames Under Cyclic Loading*;Mechanics of Structures and Machines;1995-01

4. Shakedown of Frames with Semirigid Connections;Journal of Structural Engineering;1993-06

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