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. |
[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. |
1. |
刘中宪,周健,李程程,孟思博. 基于修正随机有限断层法的沉积盆地地震动模拟. 防灾减灾工程学报. 2023(05): 999-1008 .
![]() | |
2. |
巴振宁,赵靖轩,吴孟桃,梁建文. 基于CPU-GPU异构并行的复杂场地近断层地震动谱元法模拟. 地震学报. 2022(01): 182-193 .
![]() | |
3. |
何欣娟,潘华. 2021年云南漾濞M_S6.4地震的强地面运动模拟. 地震地质. 2021(04): 920-935 .
![]() | |
4. |
谢旭,黄文彤,冀龙飞,王天佳. 断层破裂过程对减隔震桥梁地震反应的影响. 浙江大学学报(工学版). 2021(12): 2225-2233 .
![]() | |
5. |
张冬锋,付长华,吕红山,俞瑞芳. 随机有限断层法及其工程应用中的问题分析. 震灾防御技术. 2018(04): 784-800 .
![]() |