Structural Responses of Axially Restrained Steel Beams with Semirigid Moment Connection in Fire-Reference-Cited by-同舟云学术

Structural Responses of Axially Restrained Steel Beams with Semirigid Moment Connection in Fire

Published:2005-04 Issue:4 Volume:131 Page:541-551
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tan Kang-Hai¹²,Huang Zhan-Fei¹²

Affiliation:

1. Associate Professor, Nanyang Technological Univ., School of Civil and Environmental Engineering, BLK. N1, #01a-37, 50 Nanyang Ave., Singapore 639798.

2. Research Fellow, Nanyang Technological Univ., School of Civil and Environmental Engineering, BLK. N1, #B1b-09, 50 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%282005%29131%3A4%28541%29

Reference19 articles.

1. Modelling steel behaviour

2. Computer simulation of a full-scale structural fire test;Bailey C. G.;Tanso,1996

3. British Standard Institution (BSI). (1987a). “Code of practice for fire resistant design: Structural use of steelwork in building.” Part 8 BS5950 London.

4. British Standard Institution (BSI). (1987b). British Standard BS476 Part 20: Method for determination of the fire resistance of elements of construction London.

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