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篇名
Study on Eccentric Rolling Isolation System with Additional Friction Damping
並列篇名
Study on Eccentric Rolling Isolation System with Additional Friction Damping
作者 楊卓諺謝姃馨鍾立來吳賴雲陳鴻銘
英文摘要
Passive isolation system is simple and effective to reduce the seismic ground acceleration. However, the responses may be magnified due to resonance for the conventional and linear passive isolation systems under near-fault earthquake. The nonlinear isolation system may avoid this situation. The proposed eccentric rolling isolation system(ERIS) with additional friction damping was investigated. The isolation performances of the ERIS were compared with a corresponding linear-restoring isolation system(linear system), which was established by the linearized frequency and the same optimization of friction parameters for energy-dissipating. If the resonance sine wave is considered, the response of the ERIS is magnified but much more slightly when compared to that of the linear system. In far-field El Centro earthquake, the two isolation systems were both found to be effective on acceleration and displacement. The nonlinear behavior of the ERIS is more obvious under near-fault Chi-Chi earthquake because of the occurrence of large displacement due to the near-fault excitation. This behavior implies more reduction in the response of acceleration. When the amplitude of the Chi-Chi earthquake becomes larger, the linear system becomes ineffective but the ERIS still works effectively. Consequently, the advantages and effectiveness of the ERIS with additional friction damping is further explained in this study.
起訖頁 89-92
關鍵詞 nonlineareccentricityrollingisolationseismic
刊名 NCREE Research Programs and Accomplishments  
期數 2011 (2010期)
出版單位 財團法人國家實驗研究院國家地震工程研究中心
該期刊-上一篇 Optimal Design of Bidirectional Friction Pendulum Tuned Mass Damper with Varying Curvature
該期刊-下一篇 Decentralized Control using Smart Control Device
 

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