Affiliation:
1. School of Civil Engineering, Central South University, Changsha, PR China
2. National Engineering Research Center of High-speed Railway Construction Technology, Changsha, PR China
Abstract
The combined viscous-steel damping system is a passive energy dissipation device consisting of a fluid viscous damper and a steel yielding damper in series. However, many viscous dampers installed in structures have been suffering from severe oil leakage. This study aims to assess the influence of the leaked viscous damper on the seismic performance of the combined system. Cyclic tests were conducted on the viscous damper with different leakage levels to obtain its degraded hysteretic performance. The modeling method of the leaked viscous damper was proposed according to the experimental result. The locking behavior and seismic mitigation effectiveness of the combined system suffering from oil leakage were investigated based on a single-degree-of-freedom system. The result reveals that ( i) The leaked viscous damper cannot generate damping force at the beginning of the reverse movement of its piston, which is reflected in the hysteretic curves as a “gap” phenomenon. ( ii) The proposed modeling method can accurately simulate the damping characteristics of the leaked viscous damper. ( iii) In spite of the leakage severity, the combined system possesses reliable locking behavior and decent vibration mitigation effectiveness under earthquakes. ( iv) The combined system is superior to the viscous damper in mitigating seismic-induced displacement when suffering from oil leakage.
Funder
Innovation Project for Graduate Students of Central South University
Key Project of China State Railway Group Co., Ltd.
National Natural Science Foundation of China
Science and Technology Research and Development Program Project of China State Railway Group Co., Ltd.
Subject
Mechanical Engineering,Mechanics of Materials,Aerospace Engineering,Automotive Engineering,General Materials Science
Cited by
9 articles.
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