Experimental Studies on the Properties of Constructional Steel at Elevated Temperatures-Reference-Cited by-同舟云学术

Experimental Studies on the Properties of Constructional Steel at Elevated Temperatures

Published:2003-12 Issue:12 Volume:129 Page:1717-1721
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Guo-Qiang¹,Jiang Shou-Chao²,Yin Ying-Zhi³,Chen Kai³,Li Ming-Fei³

Affiliation:

1. Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.

2. PhD, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.

3. Master, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.

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%282003%29129%3A12%281717%29

Reference10 articles.

1. American Society of Civil Engineers (ASCE). (1992). Manuals and reports on engineering practice No. 78 (Structural fire protection) New York.

2. British Standard Institute (BSI). (1990). Structural use of steelwork in building part 8: Code of practice for fire resistance design .

3. Crozier D. A. and Wong M. B. (1993). “Elastoplastic analysis of steel frames at elevated temperatures.” 13th Australian Conf. on the Mechanics of Structures and Materials University of Wollongong.

4. European Committee for Standardization (CEN). (1995). DRAFT ENV 1993 Eurocode 3: Design of steel structures .

5. European Convention for Constructional Steelworks (ECCS). (1983). European recommendations for the fire safety of steel structures .

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