Bimoment contribution to stability of thin-walled assemblages-Reference-Cited by-同舟云学术

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Bimoment contribution to stability of thin-walled assemblages

Published:1980-05 Issue:5 Volume:11 Page:465-471
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Yoo Chai Hong

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. Finite element analysis of torsional and torsional-flexural stability problems;Barsoum;Int. J. Numer. Meth. Engng,1970

2. On the Torsional-Flexural Buckling of ThinWalled Elastic Bars with Monosymmetric Open Cross Section;Barta,1967

3. Buckling Strength of Metal Structures;Bleich,1952

4. Stabilität-stheorie;Bürgermeister,1966

5. Torsional-flexural buckling of thin-walled members;Chajes;J. Struct. Div. ASCE,1965

Cited by 39 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. Static analysis of thin-walled space frame structures with arbitrary closed cross-sections using transfer matrix method;Thin-Walled Structures;2018-02

2. Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions;Journal of Engineering Mechanics;2017-06

3. Lateral buckling of box beam elements under combined axial and bending loads;Journal of Constructional Steel Research;2016-01

4. Influence of bimoment on the torsional and flexural–torsional elastic stability of thin-walled beams;Thin-Walled Structures;2015-04

5. Global static and stability analysis of thin-walled structures with open cross-section using FE shell-beam models;Thin-Walled Structures;2014-09

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