Overview of Site Effects and the Application of the 2022 New Zealand NSHM in the Wellington Basin, New Zealand

被引:7
作者
Kaiser, Anna Elizabeth [1 ]
Hill, Matt P. [1 ]
de la Torre, Chris [2 ]
Bora, Sanjay [1 ]
Manea, Elena [1 ,3 ]
Wotherspoon, Liam [4 ]
Atkinson, Gail M. [5 ]
Lee, Robin [2 ]
Bradley, Brendon [2 ]
Hulsey, Anne [4 ]
Stolte, Andrew [4 ]
Gerstenberger, Matt [1 ]
机构
[1] GNS Sci, Lower Hutt, New Zealand
[2] Univ Canterbury, Christchurch, New Zealand
[3] Natl Inst Earth Phys, Ilfov, Romania
[4] Univ Auckland, Auckland, New Zealand
[5] Western Univ, Dept Earth Sci, London, ON, Canada
关键词
SEISMIC HAZARD MODEL; GROUND-MOTION; PEAK FREQUENCY; PREDICTION; EARTHQUAKES; REGION; CENTREPORT; EQUATIONS; KAIKOURA; UPDATE;
D O I
10.1785/0120230189
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
We provide an overview of the treatment of site effects in the New Zealand National Seismic Hazard Model (NZ NSHM), including a case study of basin effects in central Wellington. The NZ NSHM 2022 includes a change in site parameter from subsoil class (NZS class) to V-S30. Poor NZ V-S30 characterization is a major source of uncertainty in the NSHM; however, advanced site characterization in Wellington allows for in-depth study. First, we construct a regional 3D shear -wave velocity model and maps of site parameters (T-0, NZS class, and V-S30) for central Wellington. At central city soil sites, we find the ratios of NZ NSHM 2022 hazard spectra with respect to the current equivalent design spectra range from factors of - 0.8-2.6 (median - 1.5), depending on local site conditions and spectral period. Strong amplification peaks at 0.5-2 s are observed in central Wellington. Linear site -specific amplifications from multiple methods are compared at 13 stations and are well-defined by both site -to -site residuals and response spectral ratios relative to station POTS. At many deeper soft sites (V-S30 < 300 m=s), strong amplification peaks occur around T-0 that are underpredicted by mean ergodic ground -motion model (GMM) predictions. This underprediction is slightly enhanced when using basin -specific Z(1:0) as an additional site parameter. Our study highlights outstanding challenges in modeling strong basin response within shallow basins in NSHMs, including the need to consider region- or basin -specific modeling approaches as well as nonlinear effects at high shaking intensities that dominate the hazard. For New Zealand, in general, as illustrated in the Wellington case study, a priority is the further characterization of V-S30 (and V-S) for the seismic network to better isolate and quantify uncertainties in seismic hazard and allow useful exploration of regional- GMM adjustments and partially nonergodic approaches.
引用
收藏
页码:399 / 421
页数:23
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