COMPARISON OF DETERMINISTIC AND PROBABILISTIC METHODS TO DETERMINE FLOOR RESPONSE SPECTRUM

Abstract eng:
This paper gives the results of the probabilistic seismic analysis of the site Mochovce. On the base of the geophysical and seismological monitoring of locality the peak ground acceleration and the uniform hazard spectrum of the acceleration was defined for the return period 10 000 years using the Monte Carlo simulations. The methodology of the seismic probabilistic risk assessment and seismic margin assessment is presented.

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