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Newmark & Hall의 응답스펙트럼을 이용한 완전탄소성 구조물의 내진성능 및 요구감쇠비 산정법

Estimation Method for Seismic Performance and Damping Requirement of Elastic Perfectly Plastic Structures using Newmark and Hall's Response Spectrum

  • 투고 : 2015.10.29
  • 심사 : 2016.02.05
  • 발행 : 2016.02.29

초록

An estimation method for seismic performance and damping requirement of elastic perfectly plastic structures is proposed in this paper. To assess the seismic performance of structures without iterative analysis and non-convergence problems of the capacity spectrum method, the capacity curve and the demand spectrum are assumed to be functions of the ductility factor. The damping requirement to achieve a prescribed performance target is evaluated using the relationship between the amplification factors in Newmark & Hall's response spectrum and a prescribed inelastic displacement. Time history response analysis is carried out and the results are compared with those obtained using the proposed method to confirm its validity. The analytical results shown that, if the ductility value is less than 6 for elastic perfectly plastic structures, the proposed method is effective at estimating seismic performance and damping requirement of structures, using a single process during the preliminary design phase for building structures or damping devices.

키워드

과제정보

연구 과제 주관 기관 : 한국연구재단, 연구개발특구진흥재단

참고문헌

  1. Akkar, S. D., & Miranda, E. (2005). Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures, Journal of Structural Engineering, 131(1), 160-172. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(160)
  2. ATC-40. (1996). Seismic evaluation and retrofit of concrete buildings, Applied Technology Council, Redwood City, California.
  3. Chopra, A. K., & Goel, R. K. (1999). Capacity demand diagram methods for estimating seismic deformation of inelastic structures: SDF systems, Report PEER-1999/02, Pacific Earthquake Engineering Research Center, University of California, Bekeley, California, 33-45.
  4. Chopra, A. K., & Goel, R. K. (1999). Capacity Demand Diagram Methods Based on Inelastic Spectrum, Earthquake Spectra, 15(4), 637-656. https://doi.org/10.1193/1.1586065
  5. Fajfar, P. (1999). Capacity spectrum method based on inelastic demand spectra, Earthquake Engineering and Structural Dynamics, 28, 979-993. https://doi.org/10.1002/(SICI)1096-9845(199909)28:9<979::AID-EQE850>3.0.CO;2-1
  6. Freeman, S. A. (1998). Development and use of capacity spectrum method, Proc. 6th U.S. National Conf. Earthquake Engng., Seattle, CD-ROM, EERI, Oakland, 1-11.
  7. Iwan, W. D., & Guyader, A. C. (2002). An improved equivalent linearization procedure for the capacity spectrum method, Proc., International Conference on Advanced and New Challenges in Earthquake Engineering Research, August 15-17, Harbin, China.
  8. Kim, H. G., Yoshitomi, S., Tsuji, M., & Takewaki, I. (2012). Ductility inverse-mapping method for SDOF systems including passive dampers for varying input level of ground motion, Earthquakes and Structures, 3(1), 59-81. https://doi.org/10.12989/eas.2012.3.1.059
  9. Kim, J., Choi, H., & Min, K. W. (2003). Performance based design of added viscous dampers using capacity spectrum method, Journal of Earthquake Engineering, 7(1), 1-24.
  10. Lin, Y. Y., & Miranda, E. (2004). Non-iterative capacity spectrum method based on equivalent linearization for estimating inelastic deformation demands of buildings, J. Struct. Mech. Earthq. Eng. -JSCE, 733(I-69), 113-119.
  11. Newmark, N. M., & Hall, W. J. (1982). Earthquake Spectra and Design, EERI, Berkeley, CA, 29-47.
  12. Osawa, Y. & Shibata, A. (1961). A study on the characteristics of response of one mass system to an strong earthquake motion: Some consideration of previous studies with respect to maximum displacement, J. Struct. Eng. AIJ, 69(1), 401-404.
  13. Park, J. H., Kim, J., & Min, K. W. (2004). Optimal design of added viscous dampers and supporting braces, Earthquake Engineering and Structural Dynamics, 33(4), 465-484. https://doi.org/10.1002/eqe.359
  14. Qiang, X. (2001), A direct displacement-based seismic design procedure of inelastic structures, Engineering Structures, 23(11), 1453-1460. https://doi.org/10.1016/S0141-0296(01)00048-7
  15. Vidic, T., Fajfar, P., & Fischinger, M. (1994). Consistent inelastic design spectra: strength and displacement, Earthquake Engng. Struct. Dyn, 23, 508-509.