基岩地震动参数与震级和距离的关系

胡聿贤, 张继栋, 邹夕林, 齐心

胡聿贤, 张继栋, 邹夕林, 齐心. 1982: 基岩地震动参数与震级和距离的关系. 地震学报, 4(2): 199-207.
引用本文: 胡聿贤, 张继栋, 邹夕林, 齐心. 1982: 基岩地震动参数与震级和距离的关系. 地震学报, 4(2): 199-207.
HU YUXIAN, ZOU XILIN, ZHANG JIDONG, QI XINcom sh adva. 1982: FUNCTIONAL RELATIONS OF BEDROCK MOTION PARAMETERS WITH EARTHQUAKE MAGNITUDE AND DISTANCE. Acta Seismologica Sinica, 4(2): 199-207.
Citation: HU YUXIAN, ZOU XILIN, ZHANG JIDONG, QI XINcom sh adva. 1982: FUNCTIONAL RELATIONS OF BEDROCK MOTION PARAMETERS WITH EARTHQUAKE MAGNITUDE AND DISTANCE. Acta Seismologica Sinica, 4(2): 199-207.

基岩地震动参数与震级和距离的关系

FUNCTIONAL RELATIONS OF BEDROCK MOTION PARAMETERS WITH EARTHQUAKE MAGNITUDE AND DISTANCE

  • 摘要: 关于强地震对结构的作用,应当考虑随时间变化的地面运动的全过程。 这个过程的统计特征是由震级、中间介质及地表土层的特性决定的。 因为现在已经有了从基岩运动推算地表运动的可靠方法,所以搞清基岩运动的特征并由此对基岩运动的过程作出估计,显得特别重要。 本文对美国27个基岩台上的强震记录的反应普以及几个最大值与震级和震源距离的关系进行了统计分析,找到它们的关系。从这些关系出发,对指定的震级和震源距离的基岩,可以估计它的运动特征,并人工造成一组运动过程。

     

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  • [1] I. M. Idrias and H. B. Seed, Seismic response of horizontal soil layers, Proc. dSCE, 94, SM4,1003——1031, 1968.

    [2] 胡聿贤, 朱镜清, 朱莉,胡勇:频域中的结构振动输入反演,地震工程与工程震动,1,1,41——55,1981

    [3] Earthquake Rngineering Researeh Laberatory, Strong Motion Earthquake Accelerogramsm, v. 1——4, California Institute of Technology, 1969——1975.

    [4] H. B. Seed, et al., Site——dependent spectra for earthquake——resistant design, BSSd, 66, 1, 221——243, 1976.

    [5] M. C. Trifunac and A.G. Brady, On the correlation of seismic intensity scales with the peaks of recorded strong ground motion, BSS9, 65, 1, 139——162, 1975.

    [6] Seismic Engineering Branch, USGS, Strong——Motion Aceelerograph Station List——1975. Cpen File Rept. No,. 76——79, U. S. Dept, of Interior, 1976.

    [7] C. M. Duke, et al., Effect of Site Classification and Distaaice on Instrumental Indices in the San Pernando Earthquake, UCLA Engg Rept. No. UCLA——ENG——7247, 1972.

    [8] E. Kuribayashi(栗林荣一),et al, Effects of seismic and subsoil conditions on earthquake spectra, Proc. Int. Co叮.Microzonation far ,Safer Cnnst, and Appl., 2, 499——512, 1972.

    [9] M. D. Trifunac, Preliminary empirical model for scaling fourier amplitude of strong ground acceleration in Terms of earthquake magnitude, source——to——station distance and recording city conditions, BSSA, 66, 4, 1343——1373, 1976.

    [1] I. M. Idrias and H. B. Seed, Seismic response of horizontal soil layers, Proc. dSCE, 94, SM4,1003——1031, 1968.

    [2] 胡聿贤, 朱镜清, 朱莉,胡勇:频域中的结构振动输入反演,地震工程与工程震动,1,1,41——55,1981

    [3] Earthquake Rngineering Researeh Laberatory, Strong Motion Earthquake Accelerogramsm, v. 1——4, California Institute of Technology, 1969——1975.

    [4] H. B. Seed, et al., Site——dependent spectra for earthquake——resistant design, BSSd, 66, 1, 221——243, 1976.

    [5] M. C. Trifunac and A.G. Brady, On the correlation of seismic intensity scales with the peaks of recorded strong ground motion, BSS9, 65, 1, 139——162, 1975.

    [6] Seismic Engineering Branch, USGS, Strong——Motion Aceelerograph Station List——1975. Cpen File Rept. No,. 76——79, U. S. Dept, of Interior, 1976.

    [7] C. M. Duke, et al., Effect of Site Classification and Distaaice on Instrumental Indices in the San Pernando Earthquake, UCLA Engg Rept. No. UCLA——ENG——7247, 1972.

    [8] E. Kuribayashi(栗林荣一),et al, Effects of seismic and subsoil conditions on earthquake spectra, Proc. Int. Co叮.Microzonation far ,Safer Cnnst, and Appl., 2, 499——512, 1972.

    [9] M. D. Trifunac, Preliminary empirical model for scaling fourier amplitude of strong ground acceleration in Terms of earthquake magnitude, source——to——station distance and recording city conditions, BSSA, 66, 4, 1343——1373, 1976.
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