Cross-section slenderness limits for columns with plastic rotations-Reference-Cited by-同舟云学术

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Cross-section slenderness limits for columns with plastic rotations

Published:2014-04 Issue: Volume:95 Page:162-171
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

King C.M.,Davison J.B.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. The use of discontinuous columns in simple construction;British Constructional Steelwork Association/Steel Construction Institute,2005

2. Discontinuous columns in simple construction: Beam-column connections;British Constructional Steelwork Association/Steel Construction Institute,2005

3. The use of discontinuous columns in simple construction;British Constructional Steelwork Association/Steel Construction Institute,2005

4. A new approach to column design;Wood,1974

5. Elastic–plastic column stability and the design of no-sway frames;Gent;Proc Inst Civil Eng,1966

Cited by 1 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. Development of a proposed design method for discontinuous columns in braced frames;Journal of Constructional Steel Research;2017-01

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