Empirical improvements for Estimating earthquake response spectra with random-vibration theory

摘要

The stochastic method of ground-motion simulation is often used in combination with the random-vibration theory to directly compute ground-motion intensity measures, thereby bypassing the more computationally intensive time-domain simulations. Key to the application of random-vibration theory to simulate response spectra is determining the duration (D_(rms)) used in computing the root-mean-square oscillator response. Boore and Joyner (1984) originally proposed an equation for D_(rms), which was improved upon by Liu and Pezeshk (1999). Though these equations are both substantial improvements over using the duration of the ground-motion excitation for D_(rms), we document systematic differences between the ground-motion intensity measures derived from the random-vibration and time-domain methods for both of these D_(rms) equations. These differences are generally less than 10% for most magnitudes, distances, and periods of engineering interest. Given the systematic nature of the differences, however, we feel that improved equations are warranted. We empirically derive new equations from time-domain simulations for eastern and western North America seismological models. The new equations improve the random-vibration simulations over a wide range of magnitudes, distances, and oscillator periods.