Abstract
This research proposes a self-centering passive damping system consisting of a spring viscous damper linked with a preloaded tendon. The seismic performance of the spring viscous damper is evaluated by cyclic loading tests, and the results are used for the formulation of an analytical model of the retrofit system in the structural analysis program. The shaking table tests of a two-story steel frame installed with the proposed damping system are carried out using five different earthquake records. The results from the shaking table tests are verified by numerical simulation of the retrofitted structure. The results obtained from the experiments and numerical simulations demonstrate that the proposed damping system with added stiffness and self-centering capability is effective in reducing earthquake-induced displacement and member forces.
| Original language | English |
|---|---|
| Pages (from-to) | 455-467 |
| Number of pages | 13 |
| Journal | Engineering Structures |
| Volume | 176 |
| DOIs | |
| State | Published - 1 Dec 2018 |
Keywords
- Seismic retrofit
- Self-centering
- Shaking table test
- Viscous dampers
