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Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls
| 题名： | Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls |
| 正文语种： | 英文 |
| 作者： | Daniel M. Dowden;Patricia M. Clayton;Chao-Hsien Li;Jeffrey W. Berman;Michel Bruneau;Laura N. Lowes;Keh-Chyuan Tsai |
| 作者单位： | Univ, at Buffalo;Univ, of Texas at Austin;National Center for Research on Earthquake Engineering;Univ, of Washington;National Taiwan Univ |
| 关键词： | Self-centering; Steel plate shear wall; Large-scale testing; Pseudodynamic testing; Seismic effects |
| 摘要： | 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 exceed-.ing the specified performance objectives. DOI: 10.106l/(ASCE)ST.1943-541X.0001367. © 2015 American Society of Civil Engineers. |
| 出版日期： | 2016.01 |
| 出版年： | 2016 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.142 |
| 期： | NO.01 |
| 页码： | 04015100 |
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