The disaggregation of probabilistic seismic hazard calculations based on elastic input energy may prove useful for the identification of scenario events because input energy is a convenient single‐parameter descriptor of motion duration and amplitude. To investigate this application, regression models are derived for the absolute input energy equivalent velocity, V ea , and the elastic pseudo‐relative velocity response, PSV , in the frequency range 0.5 to 10 Hz. Disaggregation of a general seismic hazard model using V ea indicates that the modal magnitudes for the higher frequency oscillators tend to be larger, and vary less with oscillator frequency, than those derived using PSV . Larger magnitude earthquakes contribute more to seismic hazard if V ea is used. The dependence of V ea and PSV upon site classification is virtually identical, and V ea can be predicted with slightly less uncertainty as a function of magnitude, distance and site classification.
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M. C. Chapman (1999) studied this question.
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