An expanded Pacific Earthquake Engineering Research (PEER) Center Next Generation Attenuation Phase 2 (NGA-West2) ground motion database, compiled using shallow crustal earthquakes in active crustal regions (ACRs), was used to develop the closed-form GS24b backbone ground motion model (GMM) for the RotD50 horizontal
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An expanded Pacific Earthquake Engineering Research (PEER) Center Next Generation Attenuation Phase 2 (NGA-West2) ground motion database, compiled using shallow crustal earthquakes in active crustal regions (ACRs), was used to develop the closed-form GS24b backbone ground motion model (GMM) for the RotD50 horizontal components of peak ground acceleration (
PGA), peak ground velocity (
PGV), and 5% damped elastic pseudo-absolute response spectral accelerations (
SA). The GS24b model is applicable to earthquakes with moment magnitudes of 4.0 ≤
M ≤ 8.5, at rupture distances of 0 ≤
≤ 400 km, with time-averaged
S-wave velocity in the upper 30 m of the profile at 150 ≤
≤ 1500 m/s, and for periods of 0.01 ≤
T ≤ 10 s. The new backbone model includes
site correction developed based on multiple representative
S-wave velocity profiles. For crustal wave attenuation, we used the apparent anelastic attenuation of
SA—QSA (
f,
M). In contrast to the GK17, the GS24b backbone is a generic ACR model designed specifically to be adjusted to any ACRs. The GS24bc is an example of a partially non-ergodic model created by adjusting the backbone GS24b model for magnitude
M,
S-wave velocity
, and fault rupture distance residuals.
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