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Static Test and Seismic Dynamic Response of an Innovative 3D Seismic Isolation System
| 题名： | Static Test and Seismic Dynamic Response of an Innovative 3D Seismic Isolation System |
| 其他题名： | Architectural Society of Japan.2006.Recommendation for the design of base isolated buildings.[In Chinese.]Translated byW.G.Liu.Beijing:Seismological Press. |
| 正文语种： | 英文 |
| 作者： | Wenguang Liu |
| 关键词： | Three-dimensional (3D) isolation;Lead rubber bearing;Frictional sliding;Asymmetric hysteretic model;Static test; Dynamic analysis |
| 摘要： | Seismic isolation is an efficient strategy to protect structures from the effects of moderate to severe earthquake shaking. Conventional isolation devices can reduce the structural response in horizontal directions only; however, three-dimensional (3D) ground motions have been observed in earthquake records. In this paper, an innovative 3D seismic isolator is proposed. A new kind of asymmetric oblique hysteretic model is illustrated, and a quasistatic compression test of a model device using three lead rubber bearings (LRBs) is conducted. The test results and theoretical model results match well. A significant asymmetric property is observed in the hysteretic curves. The proposed hysteretic model can efficiently simulate the vertical mechanical behavior of a 3D seismic isolation system. The effects of different parameters are highlighted based on the theoretical mechanical model. The inclination angle, friction coefficient, and second shape factor of the inclined LRBs strongly influence the vertical behavior of the proposed device. A dynamic response analysis of the substructure of a nuclear power plant (NPP) is conducted. The hysteretic curves have the shape of an asymmetric quadrangle; this shape is similar to that observed in the test results. The vertical acceleration response of the vertical isolation structure is reduced by 33％ compared with that of a fixed-base structure and reduced by 58％ compared with that of a horizontal isolation structure. The proposed 3D isolator can sufficiently isolate the seismic input. |
| 出版年： | 2018 |
| 论文唯一标识： | P-26Y2018V144N12004 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0002195 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 144 |
| 期： | 12 |
| 页码： | 28-40 |
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