A note on computing uniform risk spectra from intensity data on earthquake occurrences

Abstract Reliability of uniform risk Fourier and response spectra, derived from Modified Mercalli Intentsity data, on earthquake occurrences has been investigated by comparing these spectra with the corresponding spectra based on magnitude data. By treating the site intensity from ab earthquake, with given maximum intensity and epicentral distance, as a random variable, a Bayesian probability approach is suggested to compute the intensity spectra, in the present study. Examples of comparison of the intensity and the magnitude spectra for two typical sites in the highly seismic northeast Indian region have shown very good consistency and agreement between the two spectra. Thus, in the proposed approach, intensity data can be used to get quite reliable design spectra for regions where the history of instrumentally recorded data is not sufficient for engineering seismic risk analysis.

[1]  John G. Anderson On the attenuation of Modified Mercalli Intensity with distance in the United States , 1978 .

[2]  Attenuation of Modified Mercalli Intensity for small epicentral distance in California , 1985 .

[3]  C. Cornell Engineering seismic risk analysis , 1968 .

[4]  Charles F. Richter,et al.  Earthquake magnitude, intensity, energy, and acceleration , 1942 .

[5]  Mihailo D. Trifunac,et al.  Statistical extension of response spectrum superposition , 1985 .

[6]  P. Evans The Tectonic Framework of Assam , 1964 .

[7]  I. Gupta A note on response spectra of peak amplitudes expected to be exceeded for a given number of cycles , 1991 .

[8]  M. Trifunac,et al.  Preliminary empirical model for scaling Fourier Amplitude Spectra of strong ground acceleration in terms of earthquake magnitude, source-to-station distance, and recording site conditions , 1976, Bulletin of the Seismological Society of America.

[9]  Mihailo D. Trifunac,et al.  Preliminary empirical model for scaling fourier amplitude spectra of strong ground acceleration in terms of modified mercalli intensity and recording site conditions , 1979 .

[10]  B. Gutenberg,et al.  Frequency of Earthquakes in California , 1944, Nature.

[11]  Mihailo D. Trifunac,et al.  On the correlation of seismic intensity scales with the peaks of recorded strong ground motion , 1975 .

[12]  Mihailo D. Trifunac,et al.  Attenuation of intensity with epicentral distance in India , 1988 .

[13]  Mihailo D. Trifunac,et al.  Probabilistic spectrum superposition for response analysis including the effects of soil-structure interaction , 1990 .

[14]  Tsuneo Katayama,et al.  An engineering prediction model of acceleration response spectra and its application to seismic hazard mapping , 1982 .

[15]  I. Gupta On using Modified Mercalli Intensity data for evaluating engineering seismic risk in Northern India , 1986 .