| Citation: |
Jiashu Xie, Huicheng Shao . 1991: DETERMINATION OF Qs, SPREADING FACTOR AND SOURCE S WAVE ACCELERATION BY INVERSION OF SEISMIC INTENSITY DATA. Acta Seismologica Sinica, 13(2): 202-211.
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[1] 高龙生,1985,Q值研究当前所面临的问题.国际地震动态,10;1——5,
[2] Evernden, J. F., 1975. Seismic intensity, "size" of earthquakes and related phenomena. Bull, Seirm. Soc.Am., 65, 1287——1315. [3] Nuttli, O. W., 1973. The Mississippi valley earthquakes of 1811 and 1812; intensities, ground motion, and magnitudes. Bull, Seirm. Soc. Am., 63, 227——248. [4] Nuttli, O. W., Bollinger, G. A. and Griffiths, D. W., 1979. On the relation between Modified Mercalliintensity and body——wave magnitude. Bull. Seism. Soc. Am., 69, 893——909. [5] CHEN, P. S. and Nuttli, O. W., 1984. Estimates of magnitudes and short——period wave attenuation of Chinese earthquakes from Modified Mecarlli,intensity data. Bull. Seism. Soc. Am., 74, 957——968. Hashida, T. and Shimazaki, K. 1984. [6] by inversion of seismic intensity data:Determination of seismic attenuation structure and source strengtb method and numerical experiment. J. Phys. Earth. 32, 299——316. [7] 吴大铭、王培德、陈运泰,1987.北京和云南剑川地区的Q,和Qs.地晨学报,337——346, [8] Aki, K. and Lee., W. H. K., 1976. Determination of three——dimensional velocity anomalies under a seismic array using first P arrival times from local earthquakes, 1. A, homogeneous initial model. J. Geonhvr. Rer., 81, 4381——4399. [9] Кондорская, Н. В., Шебалин, Н. В.,1977.Новмй каталог рилъних эемлетрясеНий на территории СССР с древнейщих времен до 1975 Г., Наука. Москва,1——12 [10] 谢家树、邵辉成,1988.中国地震烈度衰减率分区.地震学报,10, 423——436, [11] 中国科学院地质研究所,1977.中国地晨地质概论.科学出版社,北京,82——87, [12] Umino. N. and Hasegawa, A., 1984. Three dimensional Qs structure in the Northeastern Japan Arc. Zisin, 37, 2, 213——228, [13] Hadley, D. M., Helmberger D. V, and Orcutt, J. A., 1982. Peak acceleration scaling studies.Bull. Seim. Soc. Am., 72, 959——979, [14] Gutenbeng, B, and Richter, C.F., 1942. Earthquake magnitude, intensity, energy, and acceleration, Bull. Seirm. Soc. Am., 32, 163——191.
[1] 高龙生,1985,Q值研究当前所面临的问题.国际地震动态,10;1——5,
[2] Evernden, J. F., 1975. Seismic intensity, "size" of earthquakes and related phenomena. Bull, Seirm. Soc.Am., 65, 1287——1315. [3] Nuttli, O. W., 1973. The Mississippi valley earthquakes of 1811 and 1812; intensities, ground motion, and magnitudes. Bull, Seirm. Soc. Am., 63, 227——248. [4] Nuttli, O. W., Bollinger, G. A. and Griffiths, D. W., 1979. On the relation between Modified Mercalliintensity and body——wave magnitude. Bull. Seism. Soc. Am., 69, 893——909. [5] CHEN, P. S. and Nuttli, O. W., 1984. Estimates of magnitudes and short——period wave attenuation of Chinese earthquakes from Modified Mecarlli,intensity data. Bull. Seism. Soc. Am., 74, 957——968. Hashida, T. and Shimazaki, K. 1984. [6] by inversion of seismic intensity data:Determination of seismic attenuation structure and source strengtb method and numerical experiment. J. Phys. Earth. 32, 299——316. [7] 吴大铭、王培德、陈运泰,1987.北京和云南剑川地区的Q,和Qs.地晨学报,337——346, [8] Aki, K. and Lee., W. H. K., 1976. Determination of three——dimensional velocity anomalies under a seismic array using first P arrival times from local earthquakes, 1. A, homogeneous initial model. J. Geonhvr. Rer., 81, 4381——4399. [9] Кондорская, Н. В., Шебалин, Н. В.,1977.Новмй каталог рилъних эемлетрясеНий на территории СССР с древнейщих времен до 1975 Г., Наука. Москва,1——12 [10] 谢家树、邵辉成,1988.中国地震烈度衰减率分区.地震学报,10, 423——436, [11] 中国科学院地质研究所,1977.中国地晨地质概论.科学出版社,北京,82——87, [12] Umino. N. and Hasegawa, A., 1984. Three dimensional Qs structure in the Northeastern Japan Arc. Zisin, 37, 2, 213——228, [13] Hadley, D. M., Helmberger D. V, and Orcutt, J. A., 1982. Peak acceleration scaling studies.Bull. Seim. Soc. Am., 72, 959——979, [14] Gutenbeng, B, and Richter, C.F., 1942. Earthquake magnitude, intensity, energy, and acceleration, Bull. Seirm. Soc. Am., 32, 163——191. |
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| YANG ZHANG, ZHANG YONG, LI JUN, YIN GUANGHUAcom sh ad. 1985: A PRELIMINARY STUDY ON THE ORIGINAL TECTONICS OF THE NILK QUAKE (M=8) IN XINJIANG OCCURRED ON MAR. 8, 1812. Acta Seismologica Sinica, 7(4): 434-444. | |
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