Storey-based stability of unbraced steel frames at elevated temperature
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference21 articles.
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2. Structural performance of rotationally restrained steel columns in fire;Ali;Fire Saf J,2001
3. Structural responses of restrained steel columns at elevated temperatures. Part 1: experiments;Tan;Eng Struct,2007
4. Behavior and design of restrained steel column in fire. Part 1: fire test;Li;J Constr Steel Res,2010
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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. A new methodology using beam elements for the analysis of steel frames subjected to non-uniform temperatures due to fires;Structures;2021-06
2. Study of Column Buckling Lengths of Braced and Unbraced Frames in Fire Situations;IABSE Congress, New York, New York 2019: The Evolving Metropolis;2019
3. Storey stability of unbraced steel frames subjected to non-uniform elevated temperature distribution;Engineering Structures;2014-03
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