Failure Probability of Nonlinear SDOF System Subject to Scaled and Spectrum Matched Input Ground Motion Models |
Kim, Dong-Seok
(서울대학교 건설환경공학부)
Koh, Hyun-Moo (서울대학교 건설환경공학부) Choi, Chang-Yeol (서울대학교 건설환경공학부) Park, Won-Suk (서울대학교 교량설계핵심기술연구단) |
1 | Abrahamson, N.A., "Non-stationary spectral matching program RSPMATCH", PG&E Internal Report, 1993 |
2 | Shantz, T.J., "Selection and scaling of earthquake records for nonlinear dynamic analysis of first mode dominate bridge structures", proceeding of the 8th U. S. national conference on earthquake engineering, San Francisco, USA, paper No. 1012, 2006 |
3 | Naeim, F., Alimoradi, A. and Pezeshk, S., "Selection and scaling of ground motion time histories for structural design using genetic algorithms", Earthquake Spectra, Vol. 20, No. 2, 2004, pp. 413-429 DOI ScienceOn |
4 | Dimova, S.L. and Elenas, A., "Seismic intensity parameters for fragility analysis of structures with energy dissipating devices", Structural Safety, Vol. 24, 2002, pp. 1-28 DOI ScienceOn |
5 | Shome N., Cornell C.A., Bazzurro P. and Carballo J.E., "Earthquakes, records, and nonlinear responses", Earthquake Spectra, Vol. 14, 1998, pp. 469-500 DOI ScienceOn |
6 | Watson-Lamprey, J.A. and Abrahamson, N.A., "Bias caused by use of spectrum compatible motions", proceeding of the 8th U.S. National Conference on Earthquake Engineering, San Francisco, USA, paper No. 909, 2006 |
7 | Baker, J.W. and Cornell, C.A., "Spectral shape, epsilon and record selection", Journal of Earthquake Engineering and Structural Dynamics, Vol. 35, 2006, pp. 1077-1095 DOI ScienceOn |
8 | Aslani, H. and Miranda, E., "Probability-based seismic response analysis", Engineering Structures, Vol. 27, 2005, pp. 1151-1163 DOI ScienceOn |
9 | Kunnath, S.K., Larson, L. and Miranda, E., "Modelling consideration in probabilistic performance-based seismic evaluation: case study of the I-880 viaduct", Earthquake Engineering and Structural Dynamics, Vol. 35, No. 1, 2002, pp. 57-75 DOI ScienceOn |
10 | Mackie, K. and Stojadinovic, B., "Seismic demands for performance-based design of bridges", Pacific Earthquake Engineering Research Center, Univ. of California Berkeley, PEER Report, 2003 |
11 | Kurama, Y.C., and Farrow, K.T., "Ground motion scaling methods for different site conditions and structural characteristics", Earthquake Engineering and Structural Dynamics, Vol. 32, No. 15, 2003, pp. 2425-2450 DOI ScienceOn |
12 | Foschi, R.O., Li, H. and Zhang, J., "Reliability and performance-based design: a computational approach and applications," Structural Safety, Vol. 24, 2002, pp. 205-18 DOI ScienceOn |
13 | Bertero, R.D. and Bertero, V.V., "Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach", Earthquake Engineering and Structural Dynamics, Vol. 31, No. 3, 2002, pp. 627-652 DOI ScienceOn |
14 | Choi, E., DesRoches, R. and Nielson, B., "Seismic fragility of typical bridges in moderate seismic zones", Engineering Structures, Vol. 26, 2004, pp. 187-199 DOI ScienceOn |
15 | Shome N. and Cornell C.A., "Normalization and scaling accelerograms for nonlinear structural analysis", 6-th U.S. National Conference on Earthquake Engineering, Seattle, WA, 1998. (CD-ROM) |
16 | PEER strong motion database, Pacific Earthquake Engineering Research Center, http://peer.berkeley.edu/smcat/ |
17 | Gasparini, D.A. and Vanmarcke, E.H., "Simulated earthquake motions Compatible with prescribed response spectra", Department of Civil Engineering, Massachusetts Institute of Technology, Publication No. 76-4. 1976 |
18 | Shinozuka, M. and Deodatis, G., "Simulation of stochastic processes by spectral representation", Applied Mechanics reviews, Vol. 44, No. 4, 1991, pp. 191-204 DOI |
19 | AASHTO, Standard specifications for highway bridges, Fifteenth Edition, The American Association of State Highway and Transportation Officials, Washington, D.C., 2002 |
20 | Carballo, J.E., and Cornell, C.A., "Probabilistic seismic demand analysis: Spectrum matching and design", Department of Civil and Environmental Engineering, Reliability of Marine Structures Program, Stanford University, Stanford, California, Report No. RMS-41, 2000 |
21 | 김동석, 최현석, 박원석, 고현무, "에너지 소산장치를 장착한 사장교의 지진 취약도 해석", 한국지진공학회 논문집, 제 10권 제 3호, 2006, pp. 1-11 과학기술학회마을 DOI |
22 | Chandler, A.M. and Lam, N.T.K., "Performance-based design in earthquake engineering: a multi-disciplinary review", Engineering Structures, Vol. 23, 2001, pp. 1525-1543 DOI ScienceOn |
23 | 고현무, 송준호, "사용기간비용 최소화에 의한 지진격리교량의 경제성 평가", 대한토목학회논문집, 제 19권, 제 1-4호, 1999, pp. 539-550 |
24 | Bazzurro, P. and Luco, N., "Do scaled and spectrum matched near-source records produced biased nonlinear structural response?", proceeding of the 8th U. S. National Conference on Earthquake Engineering, San Francisco, USA, paper No. 1029, 2006 |
25 | Baker, J.W. and Cornell, C.A., "A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon", Journal of Earthquake Engineering and Structural Dynamics, Vol. 34, 2005, pp. 1193-1217 DOI ScienceOn |
26 | Silva, W.J. and Lee, K., "WES RASCAL Code for Synthesizing Earthquake Ground Motions", State-of-the-Art for Assessing Earthquake Hazards in the United States, US Army Corps of Engineers, Report 24, 1987 |