NGA-subduction global ground motion models with regional adjustment factors

被引:63
作者
Parker, Grace A. [1 ]
Stewart, Jonathan P. [2 ]
Boore, David M. [1 ]
Atkinson, Gail M. [3 ]
Hassani, Behzad [4 ]
机构
[1] US Geol Survey, Earthquake Sci Ctr, POB 158, Moffett Field, CA 94035 USA
[2] Univ Calif Los Angeles, Los Angeles, CA USA
[3] Western Univ, London, ON, Canada
[4] BC Hydro & Power Author, Burnaby, BC, Canada
关键词
Subduction zone; ground motion model; earthquake hazard; seismic hazard; earth-quake ground motion characterization; BAND SYNTHETIC SEISMOGRAMS; MAGNITUDE; 9; EARTHQUAKES; POINT-SOURCE; PREDICTION EQUATION; ZONE EARTHQUAKES; ATTENUATION RELATIONSHIPS; INTERFACE EARTHQUAKES; EPISTEMIC UNCERTAINTY; STOCHASTIC SYNTHETICS; HORIZONTAL COMPONENTS;
D O I
10.1177/87552930211034889
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
We develop semi-empirical ground motion models (GMMs) for peak ground acceleration, peak ground velocity, and 5%-damped pseudo-spectral accelerations for periods from 0.01 to 10 s, for the median orientation-independent horizontal component of subduction earthquake ground motion. The GMMs are applicable to interface and intraslab subduction earthquakes in Japan, Taiwan, Mexico, Central America, South America, Alaska, the Aleutian Islands, and Cascadia. The GMMs are developed using a combination of data inspection, data regression with respect to physics-informed functions, ground-motion simulations, and geometrical constraints for certain model components. The GMMs capture observed differences in source and path effects for interface and intraslab events, conditioned on moment magnitude, rupture distance, and hypocentral depth. Site effect and aleatory variability models are shared between event types. Regionalized GMM components include the model constant (that controls ground motion amplitude), anelastic attenuation, magnitude-scaling break point, linear site response, and sediment depth terms. We develop models for the aleatory between-event variability (tau), within-event variability (phi), single-station within-event variability (phi(S2S)), and site-to-site variability (phi(SS)). Ergodic analyses should use the median GMM and aleatory variability computed using the between-event and within-event variability models. An analysis incorporating non-ergodic site response should use the median GMM at the reference shear-wave velocity condition, a site-specific site response model, and aleatory variability computed using the between-event and single-station within-event variability models. Epistemic uncertainty in the median model is represented by standard deviations on the regional model constants, which facilitates scaled-backbone representations of model uncertainty in hazard analyses.
引用
收藏
页码:456 / 493
页数:38
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