Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations-Reference-Cited by-同舟云学术

Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations

Published:2009-03 Issue:3 Volume:135 Page:221-228
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vian Darren¹²³,Bruneau Michel¹²³,Purba Ronny¹²³

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. Graduate Research Assistant, Dept. of CSEE, University at Buffalo, Amherst, NY 14260.

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%28221%29

Reference14 articles.

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

2. Plastic analysis and design of steel plate shear walls;Berman J. W.;J. Struct. Eng.,2003

3. Plastic Internal Variables Formalism of Cyclic Plasticity

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 Dept. of Civil and Environmental Engineering Univ. of Alberta.

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