Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls-Reference-Cited by-同舟云学术

Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls

Published:2016-01 Issue:1 Volume:142 Page:04015100
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dowden Daniel M.¹,Clayton Patricia M.²,Li Chao-Hsien³,Berman Jeffrey W.⁴,Bruneau Michel⁵,Lowes Laura N.⁴,Tsai Keh-Chyuan⁶

Affiliation:

1. Research Engineer, Structural Engineering and Earthquake Simulation Laboratory, Dept. of CSEE, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author).

2. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712.

3. Assistant Research Fellow, National Center for Research on Earthquake Engineering, No. 200, Sec. 3, Xinhai Rd., Taipei 10617, Taiwan.

4. Associate Professor, Dept. of CEE, Univ. of Washington, Seattle, WA 98145.

5. Professor, Dept. of CSEE, Univ. at Buffalo, Buffalo, NY 14260.

6. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan.

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.0001367

Reference25 articles.

1. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7–10 Reston VA.

2. Fragility Functions for Steel Plate Shear Walls

3. Seismic behavior of post-tensioned column base for steel self-centering moment resisting frame

4. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames

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