Fire Resistance of Reinforced Concrete Columns Subjected to 1-, 2-, and 3-Face Heating-Reference-Cited by-同舟云学术

Fire Resistance of Reinforced Concrete Columns Subjected to 1-, 2-, and 3-Face Heating

Published:2004-11 Issue:11 Volume:130 Page:1820-1828
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tan K. H.¹,Yao Y.²

Affiliation:

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

2. Research Student (ME), Nanyang Technological Univ., School of Civil and Environmental Engineering, BLK. N1, #01a-37, 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%282004%29130%3A11%281820%29

Reference17 articles.

1. American Concrete Institute (ACI). (1992). “State-of-the art report on high-strength concrete.” ACI Committee Rep. 363R-92 Farmington Hills Mich.

2. American Concrete Institute (ACI). (2000). “Building code requirement for reinforced concrete Part 3: Use of concrete in buildings—Design specification and related topics.” ACI Committee Rep. 318-99 ACI Manual of Concrete Practice Detroit.

3. Anderberg Y. (1983). “Predicted fire behaviour of steels and concrete structures.” Rep. LUTVDG/(TVBB-3011) Division of Building Fire Safety and Technology Lund Institute of Technology Lund Sweden.

4. Design criteria for reinforced columns under axial load bi-axial bending;Bresler B.;J. Am. Concr. Inst.,1960

5. A simple approach to the behaviour of steel columns in fire

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