Tests on Cyclic Behavior of Concrete-Filled Hollow Structural Steel Columns after Exposure to the ISO-834 Standard Fire-Reference-Cited by-同舟云学术

Tests on Cyclic Behavior of Concrete-Filled Hollow Structural Steel Columns after Exposure to the ISO-834 Standard Fire

Published:2004-11 Issue:11 Volume:130 Page:1807-1819
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Han Lin-Hai¹,Lin Xiao-Kang²

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Fuzhou Univ., Gongye Rd. 523, Fuzhou, Fujian Province 350002, People’s Republic of China. (corresponding author). E-mail: hanlinhai@fzu.edu.cn

2. PhD Student, College of Civil Engineering and Architecture, Fuzhou Univ., Gongye Rd. 523, Fuzhou, Fujian Province 350002, People’s Republic of China. E-mail: linxiaokang@fzu.edu.cn

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%281807%29

Reference30 articles.

1. American Institute of Steel Construction Inc. (AISC). (1999). Load and resistance factor design (LRFD) specification for structural steel buildings Chicago.

2. Architectural Institute of Japan (AIJ). (1997). “Recommendations for design and construction of concrete filled steel tubular structures.” Japan.

3. Applied Technology Council (ATC). (1992). Guidelines for cyclic seismic testing of components of steel structures. ATC-24 Redwood City Calif.

4. ASCCS. (1997). “Concrete filled steel tubes—A comparison of international codes and practices.” ASCCS Seminar Rep. Innsbruck Austria.

5. British Standard Institute (BSI). (1979). “Concrete and composite bridges.” BS5400 Part 5 London.

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