Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading

Author:

Montgomery C. James1,Medhekar Manoj1,Lubell Adam S.12345,Prion Helmut G. L.12345,Ventura Carlos E.12345,Rezai Mahmoud12345

Affiliation:

1. Member, ASCE

2. Partner, The Cohos Evamy Partners, 10154-108 St., Edmonton, AB, Canada T5J 1L3. E-mail: montgomeryj@cohos-evamy.com

3. Struct. Engr., The Cohos Evamy Partners, 10154-108 St., Edmonton, AB, Canada T5J 1L3. E-mail: medhekarm@cohos-evamy.com

4. Struct. Designer, Read Jones Christofferson Ltd., 3rd Floor, 1285 West Broadway, Vancouver, BC, Canada V6H 3X8.

5. Assoc. Prof., Dept. of Civ. Engrg., Univ. of British Columbia, 2324 Main Mall, Vancouver, BC, Canada V6T 1Z4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference3 articles.

1. Kuhn P. Peterson J. P. and Levin L. R. ( 1952). “A summary of diagonal tension. Part I: Methods of analysis.” Tech. Note 2661 National Advisory Committee for Aeronautics Washington D.C.

2. Kulak G. L. Kennedy D. J. L. Driver R. G. and Medhekar M. ( 1999). “Behavior and design of steel plate shear walls.” Proc. 1999 North Am. Steel Constr. Conf. American Institute of Steel Construction Chicago 11-1–11-20.

3. Rezai M. ( 1999). “Seismic behaviour of steel plate shear walls by shake table testing.” PhD dissertation University of British Columbia Vancouver BC Canada.

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