Abstract

This paper presents the first full-scale experimental investigation of the self-centering steel plate shear wall (SC-SPSW) system. The SC-SPSW system is a lateral force-resisting system developed to provide system recentering and limit structural damage to easily replaceable energy dissipating fuses (i.e., thin steel web plates). Recentering is provided by posttensioned (PT) beam-to-column connections. This test program is composed of two two-story SC-SPSW specimens, each with a different PT beam-to-column connection. For one specimen, connections rock about both beam flanges; for the other, connections rock about the top beam flange only. Both specimens incorporated a posttensioned column base detail to further promote recentering and damage mitigation. The specimens were tested pseudodynamically using excitations representing three different seismic hazard levels. Results show that the SC-SPSW system is capable of meeting and exceeding the specified performance objectives.

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Acknowledgments

Financial support for this study was provided by the National Science Foundation (NSF) as part of the George E. Brown Network for Earthquake Engineering Simulation under award number CMMI-0830294 and by the National Center for Research on Earthquake Engineering (NCREE) in Taiwan. P. Clayton was also supported by the NSF East Asia and Pacific Summer Institute program under award number OISE-1209569 and by the NSF Graduate Research Fellowship under award number DGE-0718124. Additional financial support for D. Dowden was provided by MCEER. The authors would also like to acknowledge material donations from the American Institute of Steel Construction and the hard work from NCREE staff and technicians for making these tests possible. Any opinions, findings, conclusions, and recommendations presented in this paper are those of the authors and do not necessarily reflect the views of the sponsors.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 1January 2016

History

Received: Nov 2, 2014
Accepted: Jun 9, 2015
Published online: Jul 8, 2015
Discussion open until: Dec 8, 2015
Published in print: Jan 1, 2016

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Daniel M. Dowden, P.E., S.E. [email protected]
Research Engineer, Structural Engineering and Earthquake Simulation Laboratory, Dept. of CSEE, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author). E-mail: [email protected]
Patricia M. Clayton, M.ASCE [email protected]
Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712. E-mail: [email protected]
Chao-Hsien Li [email protected]
Assistant Research Fellow, National Center for Research on Earthquake Engineering, No. 200, Sec. 3, Xinhai Rd., Taipei 10617, Taiwan. E-mail: [email protected]
Jeffrey W. Berman, A.M.ASCE [email protected]
Associate Professor, Dept. of CEE, Univ. of Washington, Seattle, WA 98145. E-mail: [email protected]
Michel Bruneau, F.ASCE [email protected]
Professor, Dept. of CSEE, Univ. at Buffalo, Buffalo, NY 14260. E-mail: [email protected]
Laura N. Lowes, M.ASCE [email protected]
Associate Professor, Dept. of CEE, Univ. of Washington, Seattle, WA 98145. E-mail: [email protected]
Keh-Chyuan Tsai [email protected]
Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan. E-mail: [email protected]

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