Analytical Fire Resistance of Axially Restrained Steel Columns-Reference-Cited by-同舟云学术

Analytical Fire Resistance of Axially Restrained Steel Columns

Published:2003-11 Issue:11 Volume:129 Page:1531-1537
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Huang Z. F.¹,Tan K. H.²

Affiliation:

1. Research Fellow, Nanyang Technological Univ., School of Civil and Environmental Engineering, BLK. N1, No. B1b-09, 50 Nanyang Ave., Singapore 639798 (corresponding author).

2. Associate Professor, Nanyang Technological Univ., School of Civil and Environmental Engineering, BLK. N1, No. 01a-37, 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%282003%29129%3A11%281531%29

Reference15 articles.

1. Ali F. A. Shepherd P. Randall M. Simms I. W. O’Connor D. J. and Burgess I.(1998). “Effect of axial resistant on the fire resistant of steel columns.” J. Constr. Steel. Res. 46(1–3) Paper No. 177.

2. Merchant–Rankine approach to member stability.;Allen D.;J. Struct. Div., ASCE,1978

3. Commission of European Communities (CEC). (1992). Design of steel structures: Part 1.1: General rules and rules for buildings (EC3-Pt.1.1) Eurocode 3 Brussels Belgium.

4. Commission of European Communities (CEC). (1995). Design of steel structures: Part 1.2: General rules. Structural fire design (EC3-Pt.1.2) Eurocode 3 Brussels Belgium.

5. Horne M. R. (1995). “The Rankine–Merchant load and its application.” Summation theorems in structural stability T. Tarnai ed. Springer New York.

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