Capacity Reduction and Fire Load Factors for Design of Steel Members Exposed to Fire-Reference-Cited by-同舟云学术

Capacity Reduction and Fire Load Factors for Design of Steel Members Exposed to Fire

Published:2010-12 Issue:12 Volume:136 Page:1554-1562
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Iqbal Shahid¹²,Harichandran Ronald S.¹²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824-1226.

2. Professor and Chair, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824-1226 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000256

Reference42 articles.

1. The prediction of probability of failure of structural steel elements under fire conditions;Beck V. R.;Trans. Inst. Eng. Aust.,1985

2. Bentz D. P. and Prasad K. R. (2007). “Thermal performance of fire resistive materials I. Characterization with respect to thermal performance models.” Rep. No. NISTIR 7401 NIST Gaithersgurg Md.

3. Characterization of an insulating material with regard to ECCS recommendations for the fire safety of steel structures

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