Acknowledgement
Supported by : Japanese Society for the Promotion of Science
References
- Abbas, A.M. (2006), "Critical seismic load inputs for simple inelastic structures", J. Sound Vib., 296, 949-967. https://doi.org/10.1016/j.jsv.2006.03.021
- Abbas, A.M. and Manohar, C.S. (2002), "Investigations into critical earthquake load models within deterministic and probabilistic frameworks", Earthq. Eng. Struct. D., 31(4), 813-832. https://doi.org/10.1002/eqe.124
- Abbas A.M. and Manohar, C.S. (2007), "Reliability-based vector nonstationary random critical earthquake excitations for parametrically excited systems", Struct. Safe., 29, 32-48. https://doi.org/10.1016/j.strusafe.2005.11.003
- Akiyama, H. (1985), Earthquake-resistant limit-state design for buildings, University of Tokyo Press, Tokyo.
- Amiri, G.G. and Dana, F.M. (2005), "Introduction to the most suitable parameter for selection of critical earthquakes", Comput. Struct., 83(8-9), 613-626. https://doi.org/10.1016/j.compstruc.2004.10.010
- Arias, A. (1970), A measure of earthquake intensity: seismic design of nuclear power plants, Cambridge, MA, MIT press, 438-468.
- Arora, J.S. (2004), Introduction to optimum design, Elsevier Academic Press, San Diego.
- Chopra, A.K. (2007), Dynamics of structures, Prentice-Hall, 3rd edition, NJ.
- Conte, J.P. (1992), "Effects of earthquake frequency nonstationarity on inelastic structural response", Proc. of 10th World Conf. on Earthq. Eng., Rotterdam, A.A. Balkema.
- Conte, J.P. and Peng, B.F. (1997), "Fully nonstationary analytical earthquake ground-motion model", J. Eng. Mech., 123(1), 15-24. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:1(15)
- Cosenza, C., Manfredi, G. and Ramasco, R. (1993), "The use of damage functionals in earthquake engineering: a comparison between different methods", Earthq. Eng. Struct. D., 22, 855-868. https://doi.org/10.1002/eqe.4290221003
- Der Kiureghian, A. (1996), "A coherency model for spatially varying ground motions", Earthq. Eng. Struct. D., 25, 99-111. https://doi.org/10.1002/(SICI)1096-9845(199601)25:1<99::AID-EQE540>3.0.CO;2-C
- Der Kiureghian, A. and Crempien, J. (1989), "An evolutionary model for earthquake ground motion", Struct. Safe., 6, 235-246. https://doi.org/10.1016/0167-4730(89)90024-6
- Drenick, RF. (1970), "Model-free design of aseismic structures", J. Eng. Mech., 96, 483-493.
- Elnashai, A.S. and Sarno, L.D. (2008), Fundamentals of earthquake engineering, Chapter 3: Earthquake input motion, John Wiley & Sons, England.
- Fajfar, P. (1992), "Equivalent ductility factors, taking into account low-cyclic fatigue", Earthq. Eng. Struct. D., 21, 837-848. https://doi.org/10.1002/eqe.4290211001
- Ghobara, A., Abou-Elfath, H. and Biddah, A. (1999), "Response-based damage assessment of structures", Earthq. Eng. Struct. D., 28, 79-104. https://doi.org/10.1002/(SICI)1096-9845(199901)28:1<79::AID-EQE805>3.0.CO;2-J
- He, W.L. and Agrawal, A.K. (2008), "Analytical model of ground motion pulses for the design and assessment of seismic protective systems", J. Struct. Eng., 134(7), 1177-1188. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1177)
- Hudson, J.A. (1969), "A quantitative evaluation of seismic signals at teleseismic distances-II: body waves and surface waves from an extended source", Geophys. J. R. Astr. Soc., 18, 353-370. https://doi.org/10.1111/j.1365-246X.1969.tb03574.x
- Iyengar, R.N. (1970), "Matched inputs", Report 47, Series J, Center for Applied Stochastics, Purdue University, West Lafayete, Indiana.
- Lin, Y.K. and Yong, Y. (1987), "Evolutionary Kanai-Tajimi earthquake models", J. Eng. Mech., 113(8), 1119-1137. https://doi.org/10.1061/(ASCE)0733-9399(1987)113:8(1119)
- Meyer, P., Ochsendorf, J., Germaine, J. and Kausel, E. (2007), "The impact of high-frequency/low-energy seismic waves on unreinforced masonry", Earthq. Spectra, 23, 77-94. https://doi.org/10.1193/1.2431211
- Moustafa, A. (2009a), "Critical earthquake load inputs for multi-degree-of-freedom inelastic structures", J. Sound Vib., 325, 532-544. https://doi.org/10.1016/j.jsv.2009.03.022
- Moustafa, A. (2009b), "Discussion of a new approach of selecting real input ground motions for seismic design: the most unfavorable real seismic design ground motions", Earthq. Eng. Struct. D., 38, 1143-1149. https://doi.org/10.1002/eqe.885
- Moustafa, A. and Takewaki, I. (2009), "Use of probabilistic and deterministic measures to identify unfavorable earthquake records", J. Zhej. Uni.: Science A, 10(5), 619-634.
- Nigam, N.C. and Narayanan, S. (1994), Applications of random vibrations, Chapter 7: Response of structures to earthquakes, Narosa Publishing House, New Delhi.
- Okada, K. and Shibata, T. (2008), Geomechanics, University of Tokyo Press, Tokyo. (in Japanese)
- Park, Y.J. and Ang, A.H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722)
- Park, Y.J., Ang, A.H.S. and Wen, Y.K. (1987), "Damage-limiting aseismic design of buildings", Earthq. Spectra, 3(1), 1-26. https://doi.org/10.1193/1.1585416
- Powell, G.H. and Allahabadi, R. (1988). "Seismic damage predictions by deterministic methods: concepts and procedures", Earthq. Eng. Struct. D., 16, 719-734. https://doi.org/10.1002/eqe.4290160507
- Shinozuka, M. (1970), "Maximum structural response to seismic excitations", J. Eng. Mech., 96, 729-738.
- Takewaki, I. (2002), "Seismic critical excitation method for robust design: a review", J. Struct. Eng., 128(5), 665-672. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:5(665)
- Takewaki, I. (2004a), "Bound of earthquake input energy", J. Struct. Eng., 130, 1289-1297. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:9(1289)
- Takewaki, I. (2004b), "Critical envelope functions for non-stationary random earthquake input", Comput. Struct., 82(20-21), 1671-1683. https://doi.org/10.1016/j.compstruc.2004.04.004
- Takewaki, I. (2005), "Resonance and criticality measure of ground motions via probabilistic critical excitation method", Soil Dyn. Earthq. Eng., 21(8), 645-659.
- Takewaki, I. (2006), "Probabilistic critical excitation method for earthquake energy input rate", J. Eng. Mech., 132, 990-1000. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:9(990)
- Takewaki, I. (2007), Critical excitation methods in earthquake engineering, Elsevier, Amsterdam, 1-22.
- Uang, C.M. and Bertero, V.V. (1990), "Evaluation of seismic energy in structures", Earthq. Eng. Struct. D., 19, 77-90. https://doi.org/10.1002/eqe.4290190108
- Wang, Z.L., Konietzky, H. and Shen, R.F. (2010), "Analytical and numerical study of P-wave attenuation in rock shelter layer", Soil Dyn. Earthq. Eng., 30(1-2), 1-7. https://doi.org/10.1016/j.soildyn.2009.05.004
- Zahrah, T.F. and Hall, W.J. (1984), "Earthquake energy absorption in SDOF structures", J. Struct. Eng., 110, 1757-1772. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:8(1757)
- Zhai, C.H. and Xie, L.L. (2007), "A new approach of selecting real input ground motions for seismic design: the most unfavourable real seismic design ground motions", Earthq. Eng. Struct. D., 36, 1009-1027. https://doi.org/10.1002/eqe.669
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