Analysis and validation of theoretical equations for a seismic isolation system with a multi-level friction damper

Author:

Chang Chien Chia-ShangORCID,Lu Lyan-Ywan,Chen Shan-Ru,Guo Mei-Ting

Funder

National Science Council

Publisher

Springer Science and Business Media LLC

Reference29 articles.

1. Chen KC (2010) Dynamic properties and case studies of lead-centered rubber bearings (in Chinese). CECI Eng Technol 87:33–43

2. Chuang CC, Yao CC, Chi CH, Yen YL, Tsai MC (2001) Evaluation of seismic capacity of hospital nonstructural elements in a seismic region. Taiwan Soc Eng Crit Care Med 12(1):1–11

3. Yang YB (1998) Seismic evaluation and control of steel structures installed with seismic isolation and energy dissipation elements: seismic evaluation and control of frictional pendulum bearing structures (II) (in Chinese). NSTC Project Reports

4. Victor AZ, Stanley L (2000) Seismic isolation for strong near-field earthquake motions. Progress in 12th World Conference on Earthquake Engineering: No. 0088, Auckland, New Zealand

5. Lu. LY, Shih MH, Tzeng SW, Wang J (2004) Performance evaluation of sliding isolated structures subjected to near-fault ground motion. Proceedings of International Conference in Commemoration of the 5th Anniversary of the 1999 Chi-Chi Earthquake. Taipei, Taiwan, September

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