Calculation of Axial Forces Generated in Restrained Pin Ended Steel Columns Subjected to High Temperatures-Reference-Cited by-同舟云学术

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Calculation of Axial Forces Generated in Restrained Pin Ended Steel Columns Subjected to High Temperatures

Published:1996-01-01 Issue:4 Volume:6 Page:383-394
ISSN:1044-4300
Container-title:Journal of Applied Fire Science
language:
Short-container-title:Journal of Applied Fire Science

Author:

Ali F. A.,O'Connor D. J.

Publisher

SAGE Publications

Subject

Condensed Matter Physics,Safety, Risk, Reliability and Quality,General Chemical Engineering,General Chemistry

Link

http://journals.sagepub.com/doi/pdf/10.2190/J1GX-JA8P-HXYM-HN12

Reference12 articles.

1. Measured and Predicted Behaviour of Steel Beams and Columns in Fire;Y. Anderberg,1985

2. I. D. Bennetts, C. C. Goh, A. J. O'Meagher, and I. R. Thomas, Restraint of Compression Members in Fire, Report MRL/PS65/89/002, September 1989.

3. A Simple Approach to the Behavior of Steel Columns in Fire;I. Burgess;Journal of Constructional Steel Research,1994

4. Fire Resistance of Columns in Steel Frames;J.-M. Franssen;Fire Safety Journal,1992

5. Simple Model for the Fire Resistance of Axially Loaded Members According to Eurocode 3;J.-M. Franssen;Journal of Constructional Steel Research,1995

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. CALCULATION OF FORCES GENERATED IN RESTRAINED CONCRETE COLUMNS SUBJECTED TO FIRE;Journal of Applied Fire Science;2003-11-01

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