| 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.
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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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