工程地震动模型化研究综述及展望(Ⅲ)──其它工程学模型与展望
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摘要
综述了地震动的演变模型及其它工程学模型，指出了目前工程地震动模型化研究的主要任务．对其发展方向及前景进行了展望。
The evolutionary model and other engineering models of earthquake ground motion are discussed systematically, and the directions of development and motivation of the modeling work are presented in this part.
The evolutionary model and other engineering models of earthquake ground motion are discussed systematically, and the directions of development and motivation of the modeling work are presented in this part.
引文
(69)Papadimitriou K,Beck J L. Stochastic characterization of pound motion and applications to structulalresponse.Proc of the 10th WCEE, Madrid, Spain, 1992,2: 835 ～ 844
(70) Priestley M B. Evoluhomp spectra and nonstaionary processes. Journal of Royal Statistical Society, 1965, 27:204～ 237
(71l) Mark W D. Spectral analysis of the convolution and filtering of nonstatinary stochastic processes. Journal offound nd Vibrations, 1970, 11(1): 19～ 63
(72) Shioozuka M. Random processes with evolutionary power. J. of the Engineering Mechanics Division, ASCE,1970,96(EM4): 543～555
(73) Liu S C. Evoluhonary power spectral densoty of string motion earthquake. BSSA, 1970, 60(3): 891 ～900
(74) Trifunac M D. Response envelope spectrum and interpretation of strong earthquak ground motion. ReportNo. EERL 70 ～ 06, Earthquake Engineering Research Laboratory ,California, Institute of Technology, Pasadena,CA, Ang. 1970
(75) 李英民,赖明,地震动工程特性的的描述指标与确定.待发表
(76) Katukura H,Watanabe T,Izumi M. A study on the Fourier analysis of nonstationary seismic waves. Proc. of the8th WCEE, San Francisco USA, 1984,2: 525～ 532
(77) Vanmarcke E H. Properties of spectral moments with applitaion to random vibrations. J. of the EngineerignMechanics Division , ASCE, 1972, 98(EM2): 425 ～ 446
(78) Shirozuka M,Jan C M. Digital simulation of random processes and its applications. Journal of for and Vibration, 1972, 25 (1): 111～128
(79) Kameda H. Evolutionary spectra of seismogram by multifilter.J. of the Engineering Mechanics Division, ASCE,1975, 101(EM6): 787～ 801
(80) Hasgur. The sensitivity of strong motion accelerograms to frequency nonstationary and effects of involved data,Proc. of the 8th WCEE, San Francisco, USA, 1984,2: 493～ 500
(81)Spanos P-T D. Respense spectra of evolutionary earthquake models. Proc. of the 7th WCEE, Istanbul.Turkey, 1980,2: 387～ 390
(82) Liang G C, Duke C M. Evolutionary spectra for strong metion accelerograms Proc. of the 7th WCEE, Istanbul,Turkey 1980,2: 561～ 568
(83) Tiliouine B, Azevedo J. Stochastic characterization and nonstatinary simulation of earthquake accelerograms.Proc. of the 8th WCEE, San Francisco, USA, 1984,2: 541 ～ 548
(84) Sugito M, Kameda H. Prediction of near - source ground motions for great earthquakes from superposed evolutionary models Proc.for. of the 8th WCEE, San Francisco, USA, 1984,2:901 ～ 907
(85) Kameda H, Nojima N. Simulation of risk - consistent earthquake motion. EESD, 1988, 16(7): 1007～1019
(86) Conte J P, Peng B F.Nonstationary earthquake ground motion model. Proc. of the 11th WCEE, Acapulco, Mekico, 1996, Paper No. 301
(87) Cakmak A S, Sherif R I, Ellis G. Modling earthquake ground motions in California using parametric time seriesmethods, SDEE, 1985, 4(3): 124 ～ 131
(88) Gersch W, kitagaWa G. A time varying AR coefficient model for modeling and simulating earthquak ground motion. EESD, 1985, 13(2): 243～ 254
(89) Deodatis G, Shinozuka M. Auto - repossive model for nonstationary stochastic processes. J. of the EngineeringMechanics, ASCE, 1988, 114(11): 1995～2012
(90) Takewaki I, Conte J P, Mahin S A,Pister K S. A unified earthquake - resistant design method for steel framesusing ARMA models. Report No. UCB/EERC - 90/07, Earthquake Engineering Research Center, University ofCalifornia, Berkeley, CA, June 1990
(91) Trifunac M D, Brune J N. complexity of energy release during the Imperial Valley California Earthquake of 1940BSSA, 1970, 60(1 ): 137～160
(92) Kubo T, Watabe M. Analysis of three - dimensional strong ground motions along principal axes, San FemandoEarthquake, EESD, 1979,7(3): 265 ～ 278
(93) Trifunac M D. Response envelope spectrum and interpretion of strong ground motion. BSSA, 1971, 61(2):343 ～ 356
(94) Schueller G I, Pradlwarter H J. Estimation of the evolutionary processof strongly nonstationary earthquake records.for. of the 9th WCEE, Tokyo - Kyoto, Japan, 1988,2:777～ 782
(95) Lin Y K, Yan Yong. Evolutionary Kanai - Tajimi earthquake models, J. of the Engineering Mechanics, ASCE,1987, 113(8): 1119 ～ 1137
(96) Grigoriu M, Ruiz S E,Rosenbueth E. Nonstationary models of seismic ground acceleration, Technical ReportNCEER - 88 - 0043, National Center for Earthquake Engineering Research, State University of New York atBuffalo , Buffalo NY, July 1988
(97) 曹晖. 基于线性结构响应等效的地震动模型化.[硕士学位论文]:重庆:重庆建筑大学. 1994
(98) Bendimerad M F,Gere J M. Nonstationary spectral analysis and modeling of three - dimensional seismic groundmetion. Proc. of the 8th WCEE, San Francisco, USA, 1984,2:501～ 508
(99) Pechen J,Watabe M. Characteristics of 3 - dimensional earthquake ground motions . EESD, 1975, 3(4): 365～373
(100) Kubo T, Watabe M. Simulation of three - dimensional strong ground motions along principal axes. San FernandoEarthquake,EESD, 1979,7(3): 279～ 294
(101) Chrostowski J D, Lee L T. Re - evaluating the effect of seismic ground motion correlation on structural response.Proc , of the 7th WCEE, Istanbul, Turkey, 1980,6:741～ 744
(102) Shoja - Taheri J, Bolt B A. A generalized strong motion accelerogram based on spectral maximization from twohorizontal components, BSSA, 1977,67(3): 863 ～ 876
(103) Hammoutene M Tiliounine B, Bard P Y. A two dimensional nonstationary optimized accelerogram scaled formagnitude distance and soil conditions. Proc. of the 10th WCKE, Madrid, Spain, 1992,2:817～ 821
(104) Naganuma T, Deodatis G,Shinozuka M .ARMA models for two - dimensional processes, J, of the EngineeringMechanics, ASCE, 1987, 113(2):234 ～ 251
(105) Vanmarcke E H, Harichandran R S. Models of the spatial variation of ground motion for seismic analysis ofstructures. Proc. of the 8th WCEE, San Francisco, USA, 1984,2:597～ 604
(106) Harichandran R S, Vanmarcke E H. Stochastic variation of earthquake ground motion in space and time, J. of theEngineering Mechanics, ASCE, 1986, 112(2)
(107) Harada T,Shinozuka M.Stochastic analysis of seismic ground motions in space and time. Proc. of the 9thWCEE, Tokyo - Kyoto, Japan, 1988,2: 825～ 830
(108) Hoshiya M, Kurita H.Autoregressive model of multiple points earthquake ground motions. Proc. of the 9thWCEE, Tokyo - Kyoto, Japan, 1988,2:783～ 788
(109) Deodatis G, Shinozuka M. Digital simulation of seismic ground motion using stochastic wave theory. Proc. of the9th WCEE, Tokyo - Kyoto, Japan, 1988,2:801 ～800
(110) Harada T.Stochastic wave model of seismic ground motion. Proc, of the. 10th WCEE, Madrid, Spain, 1992,2:
(70) Priestley M B. Evoluhomp spectra and nonstaionary processes. Journal of Royal Statistical Society, 1965, 27:204～ 237
(71l) Mark W D. Spectral analysis of the convolution and filtering of nonstatinary stochastic processes. Journal offound nd Vibrations, 1970, 11(1): 19～ 63
(72) Shioozuka M. Random processes with evolutionary power. J. of the Engineering Mechanics Division, ASCE,1970,96(EM4): 543～555
(73) Liu S C. Evoluhonary power spectral densoty of string motion earthquake. BSSA, 1970, 60(3): 891 ～900
(74) Trifunac M D. Response envelope spectrum and interpretation of strong earthquak ground motion. ReportNo. EERL 70 ～ 06, Earthquake Engineering Research Laboratory ,California, Institute of Technology, Pasadena,CA, Ang. 1970
(75) 李英民,赖明,地震动工程特性的的描述指标与确定.待发表
(76) Katukura H,Watanabe T,Izumi M. A study on the Fourier analysis of nonstationary seismic waves. Proc. of the8th WCEE, San Francisco USA, 1984,2: 525～ 532
(77) Vanmarcke E H. Properties of spectral moments with applitaion to random vibrations. J. of the EngineerignMechanics Division , ASCE, 1972, 98(EM2): 425 ～ 446
(78) Shirozuka M,Jan C M. Digital simulation of random processes and its applications. Journal of for and Vibration, 1972, 25 (1): 111～128
(79) Kameda H. Evolutionary spectra of seismogram by multifilter.J. of the Engineering Mechanics Division, ASCE,1975, 101(EM6): 787～ 801
(80) Hasgur. The sensitivity of strong motion accelerograms to frequency nonstationary and effects of involved data,Proc. of the 8th WCEE, San Francisco, USA, 1984,2: 493～ 500
(81)Spanos P-T D. Respense spectra of evolutionary earthquake models. Proc. of the 7th WCEE, Istanbul.Turkey, 1980,2: 387～ 390
(82) Liang G C, Duke C M. Evolutionary spectra for strong metion accelerograms Proc. of the 7th WCEE, Istanbul,Turkey 1980,2: 561～ 568
(83) Tiliouine B, Azevedo J. Stochastic characterization and nonstatinary simulation of earthquake accelerograms.Proc. of the 8th WCEE, San Francisco, USA, 1984,2: 541 ～ 548
(84) Sugito M, Kameda H. Prediction of near - source ground motions for great earthquakes from superposed evolutionary models Proc.for. of the 8th WCEE, San Francisco, USA, 1984,2:901 ～ 907
(85) Kameda H, Nojima N. Simulation of risk - consistent earthquake motion. EESD, 1988, 16(7): 1007～1019
(86) Conte J P, Peng B F.Nonstationary earthquake ground motion model. Proc. of the 11th WCEE, Acapulco, Mekico, 1996, Paper No. 301
(87) Cakmak A S, Sherif R I, Ellis G. Modling earthquake ground motions in California using parametric time seriesmethods, SDEE, 1985, 4(3): 124 ～ 131
(88) Gersch W, kitagaWa G. A time varying AR coefficient model for modeling and simulating earthquak ground motion. EESD, 1985, 13(2): 243～ 254
(89) Deodatis G, Shinozuka M. Auto - repossive model for nonstationary stochastic processes. J. of the EngineeringMechanics, ASCE, 1988, 114(11): 1995～2012
(90) Takewaki I, Conte J P, Mahin S A,Pister K S. A unified earthquake - resistant design method for steel framesusing ARMA models. Report No. UCB/EERC - 90/07, Earthquake Engineering Research Center, University ofCalifornia, Berkeley, CA, June 1990
(91) Trifunac M D, Brune J N. complexity of energy release during the Imperial Valley California Earthquake of 1940BSSA, 1970, 60(1 ): 137～160
(92) Kubo T, Watabe M. Analysis of three - dimensional strong ground motions along principal axes, San FemandoEarthquake, EESD, 1979,7(3): 265 ～ 278
(93) Trifunac M D. Response envelope spectrum and interpretion of strong ground motion. BSSA, 1971, 61(2):343 ～ 356
(94) Schueller G I, Pradlwarter H J. Estimation of the evolutionary processof strongly nonstationary earthquake records.for. of the 9th WCEE, Tokyo - Kyoto, Japan, 1988,2:777～ 782
(95) Lin Y K, Yan Yong. Evolutionary Kanai - Tajimi earthquake models, J. of the Engineering Mechanics, ASCE,1987, 113(8): 1119 ～ 1137
(96) Grigoriu M, Ruiz S E,Rosenbueth E. Nonstationary models of seismic ground acceleration, Technical ReportNCEER - 88 - 0043, National Center for Earthquake Engineering Research, State University of New York atBuffalo , Buffalo NY, July 1988
(97) 曹晖. 基于线性结构响应等效的地震动模型化.[硕士学位论文]:重庆:重庆建筑大学. 1994
(98) Bendimerad M F,Gere J M. Nonstationary spectral analysis and modeling of three - dimensional seismic groundmetion. Proc. of the 8th WCEE, San Francisco, USA, 1984,2:501～ 508
(99) Pechen J,Watabe M. Characteristics of 3 - dimensional earthquake ground motions . EESD, 1975, 3(4): 365～373
(100) Kubo T, Watabe M. Simulation of three - dimensional strong ground motions along principal axes. San FernandoEarthquake,EESD, 1979,7(3): 279～ 294
(101) Chrostowski J D, Lee L T. Re - evaluating the effect of seismic ground motion correlation on structural response.Proc , of the 7th WCEE, Istanbul, Turkey, 1980,6:741～ 744
(102) Shoja - Taheri J, Bolt B A. A generalized strong motion accelerogram based on spectral maximization from twohorizontal components, BSSA, 1977,67(3): 863 ～ 876
(103) Hammoutene M Tiliounine B, Bard P Y. A two dimensional nonstationary optimized accelerogram scaled formagnitude distance and soil conditions. Proc. of the 10th WCKE, Madrid, Spain, 1992,2:817～ 821
(104) Naganuma T, Deodatis G,Shinozuka M .ARMA models for two - dimensional processes, J, of the EngineeringMechanics, ASCE, 1987, 113(2):234 ～ 251
(105) Vanmarcke E H, Harichandran R S. Models of the spatial variation of ground motion for seismic analysis ofstructures. Proc. of the 8th WCEE, San Francisco, USA, 1984,2:597～ 604
(106) Harichandran R S, Vanmarcke E H. Stochastic variation of earthquake ground motion in space and time, J. of theEngineering Mechanics, ASCE, 1986, 112(2)
(107) Harada T,Shinozuka M.Stochastic analysis of seismic ground motions in space and time. Proc. of the 9thWCEE, Tokyo - Kyoto, Japan, 1988,2: 825～ 830
(108) Hoshiya M, Kurita H.Autoregressive model of multiple points earthquake ground motions. Proc. of the 9thWCEE, Tokyo - Kyoto, Japan, 1988,2:783～ 788
(109) Deodatis G, Shinozuka M. Digital simulation of seismic ground motion using stochastic wave theory. Proc. of the9th WCEE, Tokyo - Kyoto, Japan, 1988,2:801 ～800
(110) Harada T.Stochastic wave model of seismic ground motion. Proc, of the. 10th WCEE, Madrid, Spain, 1992,2:
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