Stress-Strain-Temperature Relationship for Structural Steel-Reference-Cited by-同舟云学术

Stress-Strain-Temperature Relationship for Structural Steel

Published:2001-10 Issue:5 Volume:13 Page:371-379
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Poh K. W.¹

Affiliation:

1. Sr. Res. Fellow, Victoria Univ. of Technol., Ctr. for Envir. Safety and Risk Engrg., BHP Fire and Constr. Res. Unit, Werribee Campus (W075), P.O. Box 14428, Melbourne City MC, Victoria, Australia 8001.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282001%2913%3A5%28371%29

Reference17 articles.

1. Anderberg Y. ( 1988). “Modelling steel behaviour.” Fire Safety J. 13 17–26.

2. Commission of the European Communities (CEC). ( 1995). “Eurocode 3: Design of steel structures. Part 1-2: General rules. Structural fire design.” EC3-1.2 Brussels Belgium.

3. Contro R. Poggi C. and Cazzani A. ( 1988). “Numerical analysis of fire effects on beam structures.” Engrg. Comp. 5 53–58.

4. Cooke G. M. E. ( 1988). “An introduction to the mechanical properties of structural steel at elevated temperatures.” Fire Safety J. 13 45–54.

5. Corradi L. Poggi C. and Setti P. ( 1990). “Interaction domains for steel beam-columns in fire conditions.” J. Constr. Steel Res. 17 217–235.

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