- See Section 2.104.
- Response parameter is pseudo-acceleration for 5% damping.
- Ground-motion model for PSA to PGA ratio is:
- Regress on ratio of PSA to PGA ratio because more stable than regression on absolute values.
- Choice of functional form guided by numerical simulations and previous empirical studies. Numerical
simulations suggest that strike-slip events maybe more likely to show near-field directivity effects at long
periods than dip-slip events.
- Interested in long-period motions. Apply new accelerogram processing procedure to evaluate reliable
long-period range based on Fourier phase spectra. Apply high-pass filter in frequency domain and a
polynomial baseline correction in time domain. Judge whether long period motion is realistic based on
consistency of amplitudes and timing of long period energy and that of higher frequency motions. Expect
that seismic ground motions have consistent phase structure at long periods whereas noise will have random
phase. Examine the analytical derivative of the phase with respect to frequency and chose the upper period
of reliable PSAs based on the period at which the phase derivative becomes more random.
- Only use PSAs for frequencies greater than 1.25 times the high-pass filter corner frequency and for periods
less than the shortest period at which phase derivative is not well behaved. Note that these criteria tend
to bias regression to larger spectral values because these will be above noise level more often than smaller
motions. Do not try to correct for this bias.
- For ≥ 10s insufficient data to yield stable coefficients. Based on numerical simulations, find response spectra
are approximately flat for > 8s and M < 7.5 and, therefore, extend model to 20s by assuming constant
spectral displacement. Note that may not be appropriate for M > 7.5.
- Compare predictions to spectrum of Landers 1992 (Mw7.5) recorded at Lucerne station. Find that model