Theory and application on the behavior of steel structures at elevated temperatures-Reference-Cited by-同舟云学术

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Theory and application on the behavior of steel structures at elevated temperatures

Published:1983-01 Issue:1-4 Volume:16 Page:27-35
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Cheng Wun-Chau

Publisher

Elsevier BV

Subject

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

Reference25 articles.

1. National Fire Codes;National Fire Protection Association,1980

2. Behavior of steel flexural members in fire;Harmathy,1972

3. Effect of deck on failure temperature of steel beams;Stanzak;Fire Technology,1968

4. Deflection and failure of steel-supported floors and beams in fire;Harmathy;Special Tech. Publ. No. 422, ASTM,1967

5. Fire tests on wide flange steel beams protected with gypsum-sanded plaster;Stanzak,1967

Cited by 5 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. Dynamic response and critical temperature of a steel beam subjected to fire and subsequent impulsive loading;Computers & Structures;2014-04

2. Analysis of Steel Moment-Resistant Frames Subjected to a Fire;Advanced Topics in Science and Technology in China;2013

3. An integrated adaptive environment for fire and explosion analysis of steel frames — Part I:;Journal of Constructional Steel Research;2000-01

4. Prediction to nonlinear behavior of steel frames subjected to fire;Fire Safety Journal;1999-06

5. Steel frames in fire: analysis;Engineering Structures;1995-07

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