Inelastic storey-buckling factor of steel frames-Reference-Cited by-同舟云学术

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Inelastic storey-buckling factor of steel frames

Published:2009-02 Issue:2 Volume:65 Page:443-451
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Tong Geng-shu,Zhang Lei,Xing Guo-ran

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. Code for design of steel structures;GB50017-2003,2003

2. Eurocode3, Design of steel structures, Part 1.1: General rules and rules for buildings. ENV 1993-1-1. Brussels (Belgium): European committee for standardization; 2005

3. Buckling analysis of one-storey frames;Zweig;Journal of the Structural Division, ASCE,1968

4. The effective length of columns in unbraced frames;Yura;Engineering Journal, AISC,1971

5. A practical method of second-order analysis. Part 1: Rigid frames;LeMessurier;Engineering Journal, AISC,1976

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. A buckling model for the stability design of steel columns with intermediate gravity loads;Journal of Constructional Steel Research;2016-02

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