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Shen Jianwenup, Hua Yipingup, Qiu Yingup, Kong Lingleiup2loans.com sh advance lucashadv. 1989: EMPIRICAL POINT-ELLIPSE MODEL FOR SEISMIC HAZARD ANALYSIS. Acta Seismologica Sinica, 11(3): 259-267.
Citation: Shen Jianwenup, Hua Yipingup, Qiu Yingup, Kong Lingleiup2loans.com sh advance lucashadv. 1989: EMPIRICAL POINT-ELLIPSE MODEL FOR SEISMIC HAZARD ANALYSIS. Acta Seismologica Sinica, 11(3): 259-267.
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EMPIRICAL POINT-ELLIPSE MODEL FOR SEISMIC HAZARD ANALYSIS

  • 1. Seismological Bureau of Anhul Province; 2. China University of Science and Technology

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  • Published Date: September 01, 2011
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    • Abstract
  • An empirical point-ellipse model for seismic hazard analysis is systematicly established in this paper. For most of the regions,isoseismals are of somewhat elongated shape. The empirical point-ellipse model can reduce systematic deviation of point-source and fault-rupture models. Concrete method of computation and the program EPEMSHA (Empirical point-ellipse model for seismic hazard analysis) is given in this paper. In the awkward computation of conditional probability P(Ii Ei,m) integration over an area is analyzed; as a result,the pre-sision and speed of calculation are increased.
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    • References (1)
  • [1] 沈建文、华宜平,1989.关于地震裂度衰减模型的系列偏差.地震学报,11,38——45,

    [2] Cornell C., Allin, 1968. Engineering seismic risk analysis. Bull. seism. soc. Amen 58,1583——1606.

    [3] Kiureghian A., Der and Ang A. H——S., 1977. A Fault——rupture model for seismic risk analy——sis. Bull. Seism. Soc. Amen 67,1173——1194.

    [4] 胡聿贤、张敏政,1984,缺乏强震观测资料地区地震动参数的估算方.法地震工程与工程振动,4,1,1——11.

    [5] 田启文、廖振鹏、孙平善,1986,根据烈度资料估算我国地震动参数衰减规律.地震工程与工程振动,6,1,21——36

    [1] 沈建文、华宜平,1989.关于地震裂度衰减模型的系列偏差.地震学报,11,38——45,

    [2] Cornell C., Allin, 1968. Engineering seismic risk analysis. Bull. seism. soc. Amen 58,1583——1606.

    [3] Kiureghian A., Der and Ang A. H——S., 1977. A Fault——rupture model for seismic risk analy——sis. Bull. Seism. Soc. Amen 67,1173——1194.

    [4] 胡聿贤、张敏政,1984,缺乏强震观测资料地区地震动参数的估算方.法地震工程与工程振动,4,1,1——11.

    [5] 田启文、廖振鹏、孙平善,1986,根据烈度资料估算我国地震动参数衰减规律.地震工程与工程振动,6,1,21——36
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