Seismic Design and Performance of Self-Centering Steel Plate Shear Walls-Reference-Cited by-同舟云学术

Seismic Design and Performance of Self-Centering Steel Plate Shear Walls

Published:2012-01 Issue:1 Volume:138 Page:22-30
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Clayton Patricia M.¹²³,Berman Jeffrey W.¹²³,Lowes Laura N.¹²³

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

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%29ST.1943-541X.0000421

Reference24 articles.

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

2. American Institute of Steel Construction (AISC). (2005b). “Specification for structural steel buildings.” ANSI/AISC 360-05 Chicago.

3. Applied Technology Council (ATC). (2009). “Guidelines for seismic performance assessment of buildings: ATC-58 50% draft.” Rep. No. 58 Washington DC.

4. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston VA.

5. Seismic behavior of code designed steel plate shear walls

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