Instability and collapse of flexibly-connected gabled frames-Reference-Cited by-同舟云学术

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Instability and collapse of flexibly-connected gabled frames

Published:1990 Issue:9-10 Volume:26 Page:1159-1171
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Simitses G.J.,Mohamed S.E.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference16 articles.

1. Analysis of flexibly connected steel frames;Frye;Can. J. Civ. Engng,1975

2. Nonlinear buckling and snap-over of a two-member frame;Huddleston;Int. J. Solids Structures,1967

3. An elastic-plastic analysis by computer for framed structures loaded up to collapse;Jennings;Struct. Engr,1965

4. Kassimali A. Large deformation analysis of elastic plastic frames. J. Struct. Div. ASCE109(ST9), 2107–2314.

5. Behavior of elastic plastic frames;Korn;J. Struct. Div. ASCE,1968

Cited by 3 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. Improving seismic performance of portal frame structures with steel curved dampers;Structures;2020-04

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

3. Buckling of frames;Fundamentals of Structural Stability;2006

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