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NGA-W2 model

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Comparison of empirical ground‐motion prediction equations (GMPEs) developed from Next Generation Attenuation‐West2 (NGA‐W2) data with Yenier and Atkinson (2015b; hereafter, YA15) equivalent point‐source model GMPE for California and CENA (calibrated to NGA‐W2 and NGA‐East, respectively, as described in Yenier and Atkinson, 2015b). Assumed focal depth is 2.5 km for M 3.5, 5 km for M 6. The median stress values for these focal depths in the YA15 model are 2 bars (California), 19 bars (CENA) for M 3.5 and 58 bars (California), 70 bars (CENA) for M 6.0. NGA‐W2 models are evaluated assuming that the depth to the top of rupture is unknown. All models are applicable to the geomean horizontal component (or equivalent) for a reference B/C site condition.The color version of this figure is available only in the electronic edition.
Published: 01 February 2017
Figure 1. Comparison of empirical ground‐motion prediction equations (GMPEs) developed from Next Generation Attenuation‐West2 (NGAW2) data with Yenier and Atkinson (2015b ; hereafter, YA15) equivalent point‐source model GMPE for California and CENA (calibrated to NGAW2 and NGA‐East
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Magnitude scaling of vertical strike-slip events for Rrup = 30 km and VS30 = 760 m/s of the (a) AS08, TR-AS08, and ASK14 models, (b) BA08, TR-BA08, and BSSA14 models, (c) CB08, TR-CB08, and CB14 models, (d) CY08, TR-CY08, and CY14 models, (e) ID08, TR-ID08, and ID14 models, and (f) average of NGA-W1, TR-NGA-W1, and NGA-W2 models.
Published: 01 February 2016
, and (f) average of NGA-W1, TR-NGA-W1, and NGA-W2 models.
Journal Article
Published: 27 April 2021
Bulletin of the Seismological Society of America (2021) 111 (3): 1542–1562.
... deformation as well as the vibratory ground motion. For the bandlimited PGD, we develop conditional ground‐motion models (CGMMs) using subsets of the Pacific Earthquake Engineering Research Center Next Generation Attenuation‐West2 Project (NGAW2) database and the National Center for Research on Earthquake...
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Comparison of the magnitude scaling for the PGD using different ground‐motion models (GMMs). (a) NGA‐W2 conditional PGD model with NGA‐W2 GMMs for PSA(T). (b) Taiwan conditional PGD model with both NGA‐W2 GMM and Taiwan GMMs for PSA(T). The color version of this figure is available only in the electronic edition.
Published: 27 April 2021
Figure 12. Comparison of the magnitude scaling for the PGD using different ground‐motion models (GMMs). (a) NGAW2 conditional PGD model with NGAW2 GMMs for PSA ( T ) . (b) Taiwan conditional PGD model with both NGAW2 GMM and Taiwan GMMs for PSA ( T ) . The color version
Journal Article
Published: 01 February 2016
Earthquake Spectra (2016) 32 (1): 75–100.
..., and (f) average of NGA-W1, TR-NGA-W1, and NGA-W2 models. ...
FIGURES | View All (17)
Journal Article
Published: 01 February 2025
Earthquake Spectra (2025) 41 (1): 753–781.
... rotation angles and is modeled in the NGA-W2 GMMs (summarized in Gregor et al., 2014 ). The response spectral approach lends itself readily to inclusion into PSHA ( Rodriguez-Marek and Cofer, 2009 ). The Bea24 model is suitable for use in future PSHAs, including those performed as part of the US...
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Journal Article
Published: 01 November 2024
Earthquake Spectra (2024) 40 (4): 2712–2736.
..., California USA, and inform the selection of rupture simulation parameters leading to strong motions. To this aim, comparisons are conducted with NGA-W2 and directivity ground-motion models and a selected population of records. An archetypal steel moment-resisting frame is utilized to assess infrastructure...
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Published: 01 February 2025
Table 1. Median model coefficients. Coefficient Model 1 (Simulations) Model 2 (NGA-W2) A max 0.54 0.34 k 1.58 1.58 σ g 0.38 0.26
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95% confidence limits for the (a) bias terms c and variability of the (b) between‐event term τ, and (c) within‐event term ϕ. Bias and variability terms are plotted for the three ground‐motion prediction equation (GMPE) suites for ground motions from M≥4 events recorded within 300 km. Terms were calculated for the three GMPE suites: Next Generation Attenuation‐West2 (NGA‐W2), the GMPEs used in the central and eastern United States for the 2014 National Seismic Hazard Model (CEUS14) and the adjusted seed models of NGA‐East (NGA‐EAS), amplified to VS30=760  m/s by Boore and Campbell (2017) using κ0=0.01   or 0.03 s. Gray lines in (b,c) depict NGA‐W2 variability models for τ and ϕ. The color version of this figure is available only in the electronic edition.
Published: 31 October 2018
events recorded within 300 km. Terms were calculated for the three GMPE suites: Next Generation Attenuation‐West2 (NGAW2), the GMPEs used in the central and eastern United States for the 2014 National Seismic Hazard Model (CEUS14) and the adjusted seed models of NGA‐East ( NGA ‐ E
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Comparison of simulated ground motions and the NGA-W2 ground-motion models for selected IMs. (a) and (b) PSA versus spectral periods and (c) and (d) PGV versus distance for the two separate components, fault normal and fault parallel.
Published: 01 May 2025
Figure 3. Comparison of simulated ground motions and the NGA-W2 ground-motion models for selected IMs. (a) and (b) PSA versus spectral periods and (c) and (d) PGV versus distance for the two separate components, fault normal and fault parallel.
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Magnitude dependence of the between‐event residual of (a) the NGA‐W2 conditional ground‐motion model (CGMM) and for (b) the Taiwan CGMM.
Published: 27 April 2021
Figure 8. Magnitude dependence of the between‐event residual of (a) the NGAW2 conditional ground‐motion model (CGMM) and for (b) the Taiwan CGMM.
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(a) Distance dependence and (b) PSA dependence of the within‐event residuals of the NGA‐W2 conditional PGD model. The color version of this figure is available only in the electronic edition.
Published: 27 April 2021
Figure 10. (a) Distance dependence and (b) PSA dependence of the within‐event residuals of the NGAW2 conditional PGD model. The color version of this figure is available only in the electronic edition.
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Residuals of PGD values from Global Positioning System (GPS) data relative to the PGDtot model based on the NGA‐W2 conditional model combined with the ASK14 GMM. The color version of this figure is available only in the electronic edition.
Published: 27 April 2021
Figure 22. Residuals of PGD values from Global Positioning System (GPS) data relative to the PGD tot model based on the NGAW2 conditional model combined with the ASK14 GMM. The color version of this figure is available only in the electronic edition.
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Median predictions of the NGA-W1, NGA-W2, and TR-adjusted NGA_W1 models for the following scenarios: (a) M5, D10 km, VS30 = 760 m/s; (b) M5, D10 km, VS30 = 270 m/s; (c) M7, D10 km, VS30 = 760 m/s; (d) M7, D10 km, VS30 = 270 m/s; (e) M7, D150 km, VS30 = 760 m/s; and (f) M7, D150 km, VS30 = 270 m/s.
Published: 01 February 2016
Figure 14. Median predictions of the NGA-W1, NGA-W2, and TR-adjusted NGA_W1 models for the following scenarios: (a) M5, D10 km, V S 30 = 760 m/s; (b) M5, D10 km, V S 30 = 270 m/s; (c) M7, D10 km, V S 30 = 760 m/s; (d) M7, D10 km, V S 30 = 270 m/s; (e) M7, D150 km, V S 30 = 760
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(a) Small‐ and large‐magnitude scaling models for ASK14. (b) The magnitude dependence of the adjustment. The line indicates the fit using the NGA‐W2 scaling. The color version of this figure is available only in the electronic edition.
Published: 27 April 2021
Figure 16. (a) Small‐ and large‐magnitude scaling models for ASK14. (b) The magnitude dependence of the adjustment. The line indicates the fit using the NGAW2 scaling. The color version of this figure is available only in the electronic edition.
Journal Article
Published: 01 February 2017
Seismological Research Letters (2017) 88 (2A): 430–441.
...Figure 1. Comparison of empirical ground‐motion prediction equations (GMPEs) developed from Next Generation Attenuation‐West2 (NGAW2) data with Yenier and Atkinson (2015b ; hereafter, YA15) equivalent point‐source model GMPE for California and CENA (calibrated to NGAW2 and NGA‐East...
FIGURES | View All (8)
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Comparison of the total standard deviation of scenario‐based PGD models. (a) NGA‐W2 PGD model. (b) Taiwan PGD models with the magnitude‐independent standard deviation from the Phung, Loh, Chao, et al. (2020; referred to as PLCCH20) traditional model for PGD. The color version of this figure is available only in the electronic edition.
Published: 27 April 2021
Figure 14. Comparison of the total standard deviation of scenario‐based PGD models. (a) NGAW2 PGD model. (b) Taiwan PGD models with the magnitude‐independent standard deviation from the Phung, Loh, Chao, et al. (2020 ; referred to as PLCCH20) traditional model for PGD. The color version
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Between‐event terms δB≡δBe, as a function of magnitude for (a) 0.2‐ and (b) 2.0‐s periods. Terms were calculated for the three GMPE suites: NGA‐W2, the GMPEs used in the CEUS14, and the adjusted seed models of NGA‐EAS. Error bars depict the magnitude bins used in computing mean between‐event terms (0.25) and the 95% confidence limits. NGA‐EAS results using κ0=0.01  and 0.03 s fall on top of each other. The color version of this figure is available only in the electronic edition.
Published: 31 October 2018
Figure 4. Between‐event terms δ B ≡ δ B e , as a function of magnitude for (a) 0.2‐ and (b) 2.0‐s periods. Terms were calculated for the three GMPE suites: NGAW2, the GMPEs used in the CEUS14, and the adjusted seed models of NGA ‐ E AS . Error bars depict the magnitude bins
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Published: 01 February 2025
0.200 Model 2 (NGA-W2) e 1 0.000 0.000 0.002 0.007 0.024 0.041 0.064 0.076 0.091 0.110 0.124 0.145 0.157
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Realization 2: PGV vs distance from four NGA-W2 GMMs (median ± 1 standard deviation) and simulations for the full domain and for each subdomain. The colors gray, cyan, and pink indicate that the simulated PGVs are within, above, and below the empirical models’ envelope, respectively. The black dots represent the median of PGVs at sites equidistant from the fault.
Published: 01 November 2024
Figure 6. Realization 2: PGV vs distance from four NGA-W2 GMMs (median ± 1 standard deviation) and simulations for the full domain and for each subdomain. The colors gray, cyan, and pink indicate that the simulated PGVs are within, above, and below the empirical models’ envelope, respectively