| contributor author | Patricia M. Clayton | |
| contributor author | Jeffrey W. Berman | |
| contributor author | Laura N. Lowes | |
| date accessioned | 2017-05-08T21:59:31Z | |
| date available | 2017-05-08T21:59:31Z | |
| date copyright | January 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000462.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68328 | |
| description abstract | The self-centering steel plate shear wall (SC-SPSW) is a new seismic load-resisting system that combines the strength and stiffness properties of the SPSW with the recentering capabilities of posttensioned (PT) beam-to-column connections. This paper outlines a proposed seismic design procedure aimed at achieving specified structural performance targets and analytical methods for modeling such a system. A series of 3-and 9-story prototype buildings located in a high seismic zone in California was designed using the procedure, and nonlinear, dynamic analyses were performed for these prototype buildings using ground motions representing three seismic hazard levels. The analysis results show that the systems achieved the desired performance objectives, including recentering of the lateral system. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Design and Performance of Self-Centering Steel Plate Shear Walls | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000421 | |
| tree | Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001 | |
| contenttype | Fulltext | |
