Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns

Author:

Varma Amit H.1,Ricles James M.2,Sause Richard3,Lu Le-Wu4

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., 3546 Engineering Building, East Lansing, MI 48824-1226.

2. Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

3. Professor and Director of ATLSS Research Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

4. Bruce G. Johnston Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Aho M. F. and Leon R. T. (1997). “A database for encased and concrete-filled columns.” Rep. No. 97-01 Georgia Institute of Technology School of Civil and Environmental Engineering Atlanta.

2. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete (ACI 318-99) and commentary.” ACI 318R-99 Fermington Hills Mich.

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

4. Architectural Institute of Japan (AIJ). (1987). Structural calculations of steel reinforced concrete structures Tokyo.

5. ASTM. (1997a). Test methods for tension testing of metallic materials E8 American Society for Testing and Materials W. Conshohocken Pa.

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