Fire Resistance of Steel Frames Using Classical and Numerical Methods-Reference-Cited by-同舟云学术

Fire Resistance of Steel Frames Using Classical and Numerical Methods

Published:2001-07 Issue:7 Volume:127 Page:829-838
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Toh W. S.¹²²,Fung T. C.¹²²,Tan K. H.¹²²

Affiliation:

1. Res. Fellow, Nanyang Technol. Univ., School of Civil and Structural Engineering, Block N1, No. 1A-37, Nanyang Ave., Singapore 639798.

2. Assoc. Prof., Nanyang Technol. Univ., School of Civil and Structural Engineering, Block N1, No. 1A-37, Nanyang Ave., Singapore 639798.

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%290733-9445%282001%29127%3A7%28829%29

Reference25 articles.

1. Anderson D. Reading S. J. and Kavianpour K. ( 1991). Wind-moment design for unbraced frames The Steel Construction Institute.

2. Andrews K. R. F. and England G. L. ( 1995). “A computer program for the progressive collapse analysis of steel frames subject to fire.” Proc. Int. Conf. on Mech. of Solids and Mat. Engrg. N. L. Loh et al. eds. Nanyang Technological Univ. Singapore 1010–1015.

3. Baker J. F. Sir and Heyman J. ( 1969–1971). Plastic design of frames. Part 1: Fundamentals Cambridge University Press London.

4. Baker J. F. and Roderick J. W. ( 1938). “An experimental investigation of the strength of seven portal frames.” Trans. Inst. Weld. 1.

5. British Standards Institution (BSI). ( 1969). “Specification for the use of structural steel in building: Part 2. Metric units.” BS 449-Part 2 London.

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