Concrete-Steel Composite Coupling Beams. I: Component Testing

Author:

Gong Bingnian12,Shahrooz Bahram M.12

Affiliation:

1. Struct. Engr., S&B Infrastructure, Ltd., 3535 Sage Rd., Houston, TX 77056-7011.

2. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference20 articles.

1. Aktan A. E. and Bertero V. V. ( 1981). “The seismic-resistant design of R/C coupled structural walls.” Rep. No. UCB/EERC-81/07 Earthquake Engrg. Res. Ctr. University of California Berkeley Calif.

2. American Concrete Institute (ACI). ( 1995). “Building code requirements for reinforced concrete and commentary.” ACI 318-95/ACI 318R-95 Detroit.

3. American Institute of Steel Construction (AISC). ( 1992). Seismic provisions for structural steel buildings Chicago.

4. Bertero V. V. ( 1980). “Seismic behavior of R/C wall structural walls.” Proc. 7th World Conf. of Earthquake Engrg .

5. Bertero V. V. Popv E. P. Wang T. Y. ( 1974). “Hysteretic behavior of reinforced concrete flexural members with web reinforcement.” Rep. No. UCB/EERC 74-9 Earthquake Engrg. Res. Ctr. University of California Berkeley Calif.

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