Example The mean seismic hazard rate curve approximation has identifiers = 2.32 K1 10-10 and = 4.18, acceleration = 0.12g corresponds to frequency = 1.9 KH A0 H0 1/year. Then the full frequency value = 1.57 10-8 1/year corresponds to the mean HYf seismic hazard rate curve with parameters = 0.53g and = 0.4. Am If, for example, it is expected that the probability of seismic severe accidents will be 20% of the aggregate allowed value of 10-5 1/year for all IEs, then the obtained value is lower by more than order of HYf two and can be excluded. _______________
Example The mean seismic hazard rate curve approximation has identifiers K1 = 2.32 10-10 and KH = 4.18, acceleration A0 = 0.12g corresponds to frequency H0 = 1.9 1/year. Then the full frequency value HYf = 1.57 10-8 1/year corresponds to the mean seismic hazard rate curve with parameters Am = 0.53g and = 0.4. If, for example, it is expected that the probability of seismic severe accidents will be 20% of the aggregate allowed value of 10-5 1/year for all IEs, then the obtained value HYf is lower by more than order of two and can be excluded. _______________
RB-123-17%20ENG.docx