Behavior of Composite Slim Floor Structures in Fire-Reference-Cited by-同舟云学术

Behavior of Composite Slim Floor Structures in Fire

Published:2000-07 Issue:7 Volume:126 Page:830-837
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ma Zhongcheng¹²,Mäkeläinen Pentti¹²

Affiliation:

1. Res. Fellow, Dept. of Civ. and Envir. Engrg., Helsinki Univ. of Technol., P.O. Box 2100, FIN-02015 HUT, Finland.

2. Prof., Head of the Steel Struct. Lab., Dept. of Civ. and Envir. Engrg., Helsinki Univ. of Technol., P.O. Box 2100, FIN-02015 HUT, Finland.

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%282000%29126%3A7%28830%29

Reference16 articles.

1. ABAQUS/Standard user's manual (version 5.7) . (1997). Hibbitt Karlsson & Sorensen Inc.

2. Baily C. G. (1999). “The behaviour of asymmetric slim floor steel beams in fire.” J. Constr. Steel Res. 50 235–257.

3. Baily C. G. Burgess I. and Plank R. (1997). “Bridging and restraint effects of localised fires in composite frame structures.” Proc. Int. Conf. Compos. Constr. 379–384.

4. Baily C. G. Lennon T. and Moore D. B. (1999). “The behaviour of full-scale steel-framed building subjected to compartment fires.” The Struct. Engr. London 77(8) 15–21.

5. British Standards Institute (BSI). ( 1990). “BS 5950: Part 8. Code of practice for fire resistance design.” Structural use of steelwork in buildings United Kingdom.

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