Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation-Reference-Cited by-同舟云学术

Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation

Published:2009-03 Issue:3 Volume:135 Page:211-220
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vian Darren¹²³⁴,Bruneau Michel¹²³⁴,Tsai K. C.¹²³⁴,Lin Y.-C.¹²³⁴

Affiliation:

1. Structural Engineer, Parsons Brinckerhoff, New York, NY 10119.formerly, Graduate Research Assistant, Dept. of CSEE, Univ. at Buffalo, Amherst, NY 14260.

2. Professor, Dept. of CSEE, Univ. at Buffalo, Amherst, NY 14260.

3. Director, NCREE, Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan 10617.

4. Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan 10617.

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%282009%29135%3A3%28211%29

Reference19 articles.

1. AISC. (2005a). “Prequalified connections for special and intermediate steel moment frames for seismic applications.” ANSI/AISC 358-05 American Institute of Steel Construction Inc. Chicago Ill.

2. AISC. (2005b). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-05 American Institute of Steel Construction Inc. Chicago Ill.

3. Applied Technology Council (ATC). (1992). “Guidelines for seismic testing of components of steel structures.” Rep. No. 24 ATC Redwood City Calif.

4. 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.

5. Plastic Analysis and Design of Steel Plate Shear Walls

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