Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation |
| |
| Authors: | Zheng Lu Xiaoyi Chen Dingchang Zhang Kaoshan Dai |
| |
| Institution: | 1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China;2. Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, China |
| |
| Abstract: | A particle tuned mass damper (PTMD), which is a creative integration of a traditional tuned mass damper and an efficient particle damper in the vibration control area, is proposed. This paper presents a comprehensive study that involves experimental, analytical, and computational approaches. The vibration control effects of a PTMD that is attached to a five‐story steel frame under seismic input are investigated by a series of shaking table tests. The influence of some parameters (auxiliary mass ratio, gap clearance, mass ratio of particles to the total auxiliary mass, frequency characteristics, and amplitude level of the input) is explored, and the performance of the PTMD with/without buffered material is compared. The experimental results show that the PTMD can achieve significant damping effects under seismic excitations, and the bandwidth of the suppression frequency is expanded, showing the device's robustness and control efficiency. In addition, an approximately analytical solution that is based on the concept of an equivalent single‐particle damper is presented, and the method to determine the corresponding system parameters is introduced. A comparative study between experimental and numerical results is conducted to verify the feasibility and accuracy of this analytical model. Copyright © 2016 John Wiley & Sons, Ltd. |
| |
| Keywords: | particle tuned mass damper tuned mass damper particle damper shaking table test numerical simulation passive vibration control |
|
|
