原文传递
Apparent Weakening in SDOF Yielding Structures Using a Negative Stiffness Device: Experimental and Analytical Study
| 题名： | Apparent Weakening in SDOF Yielding Structures Using a Negative Stiffness Device: Experimental and Analytical Study |
| 其他题名： | Nagarajaiah,S.,Reinhorn,A.M.,Constantinou,M.C.,Taylor,D.,Pasala,D.T.R.,and Sarlis,A.A.(2010)."True adaptive negative stiffness:A new structural modification approach for seismic protection."Proc.,5th World Conf.on Structural Control and Monitoring,International Association of Structural Control and Monitoring(IASCM),Univ.of Southern California,Los Angeles,CA. |
| 正文语种： | 英文 |
| 作者： | D. T. R. Pasala |
| 关键词： | Yielding structures;Apparent weakening;Negative stiffness device (NSD);Passive control;Earthquake protection;Shake-table tests;Weakening and damping;Adaptive stiffness;Seismic effects |
| 摘要： | The peak deformation, acceleration, and the base shear experienced by the structures can be reduced by simulating yielding in an elastic system—also referred as apparent weakening. The negative stiffness device (NSD), used in this study, exhibits nonlinear-elastic negative stiffness behavior; by adding NSD to the elastic structure (primary structure), the resulting structure-device assembly behaves like a bilinear-elastic structure. In an elastic structure, the acceleration and base shear experienced by the structure can be reduced by adding the negative stiffness device, and the additional deformations caused from the reduced stiffness can be contained by adding viscous dampers. Previously, the authors have carried out experimental studies to demonstrate the effectiveness of apparent weakening in elastic structures, but little is known about the behavior of these systems when the primary structure itself yields. This paper focuses on the issues that may emanate with the addition of NSD to the systems prone to yielding while highlighting the response reduction achieved by proper design of the NSD. Shake-table studies of a three-story fixed-base structure (3SFS) braced in top two stories, that is acting as a single degree of freedom system (SDOF) are presented in this paper. Two NSDs and a viscous damper are installed in the first story of the SDOF-3SFS. The structure is subjected to strong ground motions, with and without the NSDs, so that the columns of the SDOF-3SFS in the first story yield. Analytical models for all the components, that can capture the observed experimental behavior, are also presented in this paper. To demonstrate the advantages of apparent-weakening in yielding SDOF structures, experimental and analytical responses of four different systems, (1) 3SFS, (2) 3SFS with damper, (3) 3SFS with NSD, and (4) 3SFS with NSD and damper, are compared for a suite of ground motions. Shake-table tests on SDOF-3SFS have confirmed that by adding the NSD and damper, the acceleration and base shear and deformation of the bilinear inelastic structure and NSD assembly will be reduced by more than 20％ for moderate ground motions, and the collapse of structure can be prevented for severe ground motions. |
| 出版年： | 2015 |
| 论文唯一标识： | P-26Y2015V141N04018 |
| 英文栏目名称： | Technical Papers |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001077 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 141 |
| 期： | 04 |
| 页码： | 171-178 |
相关文献
- Negative Stiffness Device for Seismic Protection of Structures: Shake Tabie Testing of a Seismically Isolated Structure
- Adaptive Stiffness Structures with Dampers: Seismic and Wind Response Reduction Using Passive Negative Stiffness and Inerter Systems
- Dynamic Characteristics and Responses of Damped Outrigger Tali Buildings Using Negative Stiffness
- Dimensional Analysis of Inelastic Structures with Negative Stiffness and Supplemental Damping Devices
- GFRP-Retrofitted Reinforced Concrete Columns Subjected to Simulated Blast Loading
- Optimum Value of Negative Stiffness and Additional Damping in Civil Structures
检索历史
应用推荐
