Testing of Full-Scale Two-Story Steel Plate Shear Wall with Reduced Beam Section Connections and Composite Floors

Author:

Qu Bing1234,Bruneau Michel1234,Lin Chih-Han1234,Tsai Keh-Chyuan1234

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Structural and Environmental Engineering, 206 Ketter Hall, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author).

2. Director, Multidisciplinary Center for Earthquake Engineering Research; and, Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260.

3. Assistant Research Fellow, National Center for Research on Earthquake Engineering, 200, Sec. 3, Xinhai Rd., Taipei 106, Taiwan.

4. Director, National Center for Research on Earthquake Engineering and Professor, Dept. of Civil Engineering, National Taiwan Univ., 200, Sec. 3, Xinhai Rd., Taipei 106, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference17 articles.

1. Berman J. W. and Bruneau M. (2003a). “Experimental investigation of light-gauge steel plate shear walls for the seismic retrofit of buildings.” Technical Rep. No. MCEER-03-0001 Multidisciplinary Center for Earthquake Engineering Research Buffalo N.Y.

2. Plastic Analysis and Design of Steel Plate Shear Walls

3. Canadian Standards Association (CSA). (2003). “Limit states design of steel structures.” CAN/CSA S16-01 Willowdale Ontario.

4. Driver R. G. Kulak G. L. Kennedy D. J. L. and Elwi A. E. (1997). “Seismic behavior of steel plate shear walls.” Structural Engineering Rep. No. 215 Univ. of Alberta Edmonton Alberta Canada.

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