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논문 상세정보


Base isolation technologies have been proven to be very efficient in protecting structures from seismic hazards during experimental and theoretical studies. In recent years, there have been more and more engineering applications using base isolators to upgrade the seismic resistibility of structures. Optimum design of the base isolator can lessen the undesirable seismic hazard with the most efficiency. Hence, tracing the nonlinear behavior of the base isolator with good accuracy is important in the engineering profession. In order to predict the nonlinear behavior of base isolated structures precisely, hundreds even thousands of degrees-of-freedom and iterative algorithm are required for nonlinear time history analysis. In view of this, a simple and feasible exact formulation without any iteration has been proposed in this study to calculate the seismic responses of structures with base isolators. Comparison between the experimental results from shaking table tests conducted at National Center for Research on Earthquake Engineering in Taiwan and the analytical results show that the proposed method can accurately simulate the seismic behavior of base isolated structures with elastomeric bearings. Furthermore, it is also shown that the proposed method can predict the nonlinear behavior of the VCFPS isolated structure with accuracy as compared to that from the nonlinear finite element program. Therefore, the proposed concept can be used as a simple and practical tool for engineering professions for designing the elastomeric bearing as well as sliding bearing.

참고문헌 (14)

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  2. Chen, B.J. (2003), 'Characteristic and earthquake-proof benefits of rubber bearings', Ph. D. Dissertation, Graduate Institute of Civil & Hydraulic Engineering, Feng-Chia University, Taichung, Taiwan, R. O. C 
  3. Chopra, Anil K. (1995), Dynamics of Structures, Theory and Applications to Earthquake Engineering, PrenticeHall, Inc 
  4. Constantinou, M., Mokha, M. and Reinhom, A. (1990), 'Teflon bearings in base isolation. II: Modeling', J. Struct. Eng., ASCE, 116(2),455-474 
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  9. Tsai, C.S., Chen, B.J. and Chiang, T.C. (2002), 'Reasonable lateral force distributions on isolated structures', 2002 ASME Pressure Vessels and Piping Conf. Vancouver, Canada, 2, Edited by S.C. Lu, 229-236 
  10. Tsai, C.S., Chen, B.J. and Chiang, T.C. (2003a), 'Experimental and computational verification of reasonable formulae for based-isolated structures', Earthq. Eng. Struct. Dyn., 32, 1389-1406 
  11. Tsai, C.S., Chiang, T.C. and Chen, B.J. (2003b), 'Finite element formulations and theoretical study for variable curvature friction pendulum system', Eng. Struct., 25, 1719-1730 
  12. Zayas, Victor A., Low, Stanley S. and Mahin, Stephen A. (1987), 'The FPS earthquake resisting system experimental report', Technical Report, UBC/EERC-87/01 
  13. Tsai, C.S., Chiang, T.C., Chen, B.J. and Lin, S.B. (2003c), 'An advanced analytical model for high damping rubber bearings', Earthq. Eng. Struct. Dyn., 32,1373-1387 
  14. Tsai, C.S. (1997), 'Finite element formulations for friction pendulum seismic isolation bearings', Int. J. Numer. Meth. Eng., 40, 29-49 

이 논문을 인용한 문헌 (1)

  1. 2010. "" Structural engineering and mechanics : An international journal, 35(2): 205~215 


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