Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads-Reference-Cited by-同舟云学术

Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads

Published:2004-04 Issue:4 Volume:130 Page:631-640
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fam Amir¹,Qie Frank S.²,Rizkalla Sami³

Affiliation:

1. Assistant Professor and Canada Research Chair in Innovative and Retrofitted Structures, Dept. of Civil Engineering, Queen’s University, Kingston ON, Canada K7L 3N6.

2. Senior Group Engineer, Civil/Structural, Utility Engineering, Minneapolis, MN 55402.

3. Distinguished Professor of Civil Engineering and Construction, Director of the Constructed Facilities Laboratory, Civil Engineering Dept., North Carolina State University, Raleigh, NC 27695-7533.

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%3A4%28631%29

Reference25 articles.

1. American Institute of Steel Construction. (1998). “Load and resistance factored design.” Manual of Steel Construction Vol. 1.

2. American Society for Testing and Material. (1990). Annual Book Vol. 0.1 A847–89.

3. Architectural Institute of Japan (AIJ). (1985). “Design recommendations for composite constructions.” Tokyo.

4. Canadian Standard Association (CSA). (1994). “Limit state design of steel structures (CAN/CSA-S16.1-94).” Clause 18 Rexdale Ontario.

5. Dallaire E. Aitcin P. and Lachemi M. (1998). “High-performance powder ” Civ. Eng. (N.Y.) January 49–51.

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