GAO MENGTAN, JIA SUJUAN hr. 1988: THE APPLICATION OF EXTREMUM ANALYSIS TO EARTHQUAKE ENGINEERING PROBLEMS. Acta Seismologica Sinica, 10(3): 317-326.
Citation: GAO MENGTAN, JIA SUJUAN hr. 1988: THE APPLICATION OF EXTREMUM ANALYSIS TO EARTHQUAKE ENGINEERING PROBLEMS. Acta Seismologica Sinica, 10(3): 317-326.

THE APPLICATION OF EXTREMUM ANALYSIS TO EARTHQUAKE ENGINEERING PROBLEMS

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  • Published Date: September 01, 2011
  • The present trend of anti-seismic design is the utilization of probabilistic method. The result of extremum analysis can satisfy this need. In this paper, the distribution of historical earthquake intensity is studied by using the extremum analysis method, and the possibility of the estimation of earthquake hazard discussed for construction sites by using the data of histo-rical earthquake intensity data. Results indicate that we can get the anti-seismic parameters from the time series of intensity by using extremum analysis in those areas where the records of historical earthquakes are abundant. In practical analysis, it is appropriate to use extremum distribution function modified by Chen peishan and the fitting formula G= (l-0.44)/(n+ 0.12).
  • [1] Gumbel, E. J., Statistics of Extremes 1958, Columbia University Press.

    [2] Epstein, B. and C. Lommnits, A model for the occurrence of large earthquakes, Nature, 1966, 211, 954——956.

    [3] 陈培善、林邦慧,极值理论在中长期地震预报中的应用,地球物理学报,1973, 16, 6——24.

    [4] Burton, Paul W. and Robert W. McGonigle, Prelimiary studies of seismic risk in Turkey, and the occurrence of upper bounded and other larger earthquake magnitudes, Multidisciplinary Approach to Earthquake Prediction, Proceeding of the International Symposium on Earthquake Prediction in the North Anatolian Fault Zone Neld in Istanbul, March 31——April 5, 1980, 143——172.

    [5] 贾素娟、郡家全,场地影响烈度的频次特征及其工程地震的意义,国际地震动态,1986, 7; 3——7.

    [6] Gringorten, Irving, 1., A plotting rule for extremel probability paper, J. Geophys. Res., 1963, 88, 813——814.

    [7] 李善邦,中国地震,178, 1981地震出版社.

    [8] Cornell, C. A., Engineering seismic risk analysis, Bull. Seism. Soc. Amer. 1968, 58, 1583——1606.

    [9] Kiureghian, A. IJer and A. H——S. Ang, A fault rupture model for seismic risk analysis, Bull. Seism. Socmer., 77, 67, 1173——1194.

    [1] Gumbel, E. J., Statistics of Extremes 1958, Columbia University Press.

    [2] Epstein, B. and C. Lommnits, A model for the occurrence of large earthquakes, Nature, 1966, 211, 954——956.

    [3] 陈培善、林邦慧,极值理论在中长期地震预报中的应用,地球物理学报,1973, 16, 6——24.

    [4] Burton, Paul W. and Robert W. McGonigle, Prelimiary studies of seismic risk in Turkey, and the occurrence of upper bounded and other larger earthquake magnitudes, Multidisciplinary Approach to Earthquake Prediction, Proceeding of the International Symposium on Earthquake Prediction in the North Anatolian Fault Zone Neld in Istanbul, March 31——April 5, 1980, 143——172.

    [5] 贾素娟、郡家全,场地影响烈度的频次特征及其工程地震的意义,国际地震动态,1986, 7; 3——7.

    [6] Gringorten, Irving, 1., A plotting rule for extremel probability paper, J. Geophys. Res., 1963, 88, 813——814.

    [7] 李善邦,中国地震,178, 1981地震出版社.

    [8] Cornell, C. A., Engineering seismic risk analysis, Bull. Seism. Soc. Amer. 1968, 58, 1583——1606.

    [9] Kiureghian, A. IJer and A. H——S. Ang, A fault rupture model for seismic risk analysis, Bull. Seism. Socmer., 77, 67, 1173——1194.

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