Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls
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.
Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls
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.
Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls
Dowden, Daniel M. (Autor:in) / Clayton, Patricia M. (Autor:in) / Li, Chao-Hsien (Autor:in) / Berman, Jeffrey W. (Autor:in) / Bruneau, Michel (Autor:in) / Lowes, Laura N. (Autor:in) / Tsai, Keh-Chyuan (Autor:in)
08.07.2015
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Full-Scale Testing of Self-Centering Steel Plate Shear Walls
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