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
相关论文
共 65 条
[31]  
Heron DW, 2020, GNS SCI GEOLOGICAL M, V1
[32]  
Hill M. P., 2022, GNS Science Rept. 2022/23, DOI 10.21420TS0B-8A37
[33]  
Hill M. P., 2019, Consultancy Rept. 2019/01
[34]  
Hill M. P., 2023, NZSEE 2023 ANN C
[35]   SOURCES, GROUND MOTION AND STRUCTURAL RESPONSE CHARACTERISTICS IN WELLINGTON OF THE 2013 COOK STRAIT EARTHQUAKES [J].
Holden, C. ;
Kaiser, A. ;
Van Dissen, R. ;
Jury, R. .
BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2013, 46 (04) :188-195
[36]   Modeling The 2023 New Zealand Ground-Motion Database [J].
Hutchinson, Jesse A. ;
Zhu, Chuanbin ;
Bradley, Brendon A. ;
Lee, Robin L. ;
Wotherspoon, Liam M. ;
Dupuis, Michael ;
Schill, Claudio ;
Motha, Jason ;
Manea, Elena F. ;
Kaiser, Anna E. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2024, 114 (01) :291-310
[37]   The 2016 Kaikoura, New Zealand, Earthquake: Preliminary Seismological Report [J].
Kaiser, A. ;
Balfour, N. ;
Fry, B. ;
Holden, C. ;
Litchfield, N. ;
Gersten-berger, M. ;
D'Anastasio, E. ;
Horspool, N. ;
McVerry, G. ;
Ristau, J. ;
Bannister, S. ;
Christophersen, A. ;
Clark, K. ;
Power, W. ;
Rhoades, D. ;
Massey, C. ;
Hamling, I. ;
Wallace, L. ;
Mountjoy, J. ;
Kaneko, Y. ;
Benites, R. ;
Van Houtte, C. ;
Dellow, S. ;
Wotherspoon, L. ;
Elwood, K. ;
Gledhill, K. .
SEISMOLOGICAL RESEARCH LETTERS, 2017, 88 (03) :727-739
[38]  
Kaiser A. E., 2022, GNS Science report 2022/28, V2022, P28, DOI [10.21420/363X-CK83, DOI 10.21420/363X-CK83]
[39]   Site characterisation of geonet stations for the New Zealand strong motion database [J].
Kaiser A., Sr. ;
Van Houtte C. ;
Perrin N. ;
Wotherspoon L. ;
Mcverry G. .
Bulletin of the New Zealand Society for Earthquake Engineering, 2017, 50 (01) :39-49
[40]   VS30 in the NGA GMPEs: Regional Differences and Suggested Practice [J].
Kamai, Ronnie ;
Abrahamson, Norman A. ;
Silva, Walter J. .
EARTHQUAKE SPECTRA, 2016, 32 (04) :2083-2108