Volume 45 Issue 2
Mar.  2023
Turn off MathJax
Article Contents
Zhao X F,Wen Z P,Xie J J,Xie Q C. 2023. Applicability of the Next Generation Attenuation-West2 ground-motion models to the components of near-fault velocity pulse-like ground motions. Acta Seismologica Sinica,45(2):356−372 doi: 10.11939/jass.20210176
Citation: Zhao X F,Wen Z P,Xie J J,Xie Q C. 2023. Applicability of the Next Generation Attenuation-West2 ground-motion models to the components of near-fault velocity pulse-like ground motions. Acta Seismologica Sinica45(2):356−372 doi: 10.11939/jass.20210176

Applicability of the Next Generation Attenuation-West2 ground-motion models to the components of near-fault velocity pulse-like ground motions

doi: 10.11939/jass.20210176
  • Received Date: 2021-11-18
  • Rev Recd Date: 2022-02-14
  • Available Online: 2022-02-19
  • Publish Date: 2023-03-15
  • The traditional ground-motion models (GMMs) do not account for pulse effects and may therefore fail to estimate seismic hazards and risk at near-fault sites, where pulse-like ground motions are expected. Thus, the applicability of the NGA-West2 GMMs to the near-fault velocity pulse-like ground motions need to be tested. The near-fault strong ground motions are quantitatively identified from recent earthquakes since 2013 by using wavelet method and taking the uncertainty of pulse orientation into consideration so as to form a new pulse database. Based on the new pulse database, long-period pulses are extracted from the original pulse records by using wavelet method. Based on a quantitative analysis of the epsilon parameter, we quantitatively test the applicability of the NGA-West2 ground-motion model to the near-fault velocity pulse-like ground motions. The results show that the four NGA-West2 models are more suitable for describing the residual recordings in the studied period, but underestimate the original pulse-like ground motions especially around the pulse period. We noted that, among the four NGA-West2 models, the applicability of the CB2018 to the residual ground motions is the best. This study provides an excellent opportunity to quantitatively evaluate the NGA-West2 GMMs and to update these models in the near future, and also provides a basis for incorporating pulse effects into near-fault probabilistic seismic hazard analysis and seismic design.

     

  • loading
  • [1]
    Chang Z W. 2014. Quantitative Identification and the Characteristics of Near-Fault Pulse-Like Ground Motions[D]. Harbin: Harbin Institute of Technology: 3–4 (in Chinese).
    [2]
    Hu J J,Xie L L. 2011. Review of rupture directivity related concepts in seismology[J]. Earthquake Engineering and Engineering Vibration,31(4):1–8 (in Chinese).
    [3]
    Liu Q F,Yuan Y F,Jin X,Ding H P. 2006. Basic characteristics of near-fault ground motion[J]. Earthquake Engineering and Engineering Vibration,26(1):1–10 (in Chinese).
    [4]
    Xie J J,Li X J,Wen Z P. 2017. The amplification effects of near-fault distinct velocity pulses on response spectra[J]. Engineering Mechanics,34(8):194–211 (in Chinese).
    [5]
    Yang D X,Li G,Cheng G D. 2005. Seismic analysis of base-isolated structures subjected to near-fault pulse-like ground motions[J]. Earthquake Engineering and Engineering Vibration,25(2):119–124 (in Chinese).
    [6]
    Zhao T C,Zhao B M. 2021. Algorithm and application of the strongest velocity pulse identification of near-fault ground motion based on wavelet analysis[J]. Journal of Vibration and Shock,40(8):41–49 (in Chinese).
    [7]
    Zhao X F. 2015. Study on Strong Motion Velocity Pulse Identification Method and Influence on Isolated Structures[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 7–30 (in Chinese).
    [8]
    Abrahamson N A,Silva W J,Kamai R. 2014. Summary of the ASK14 ground motion relation for active crustal regions[J]. Earthq Spectra,30(3):1025–1055. doi: 10.1193/070913EQS198M
    [9]
    Baker J W. 2007. Quantitative classification of near-fault ground motions using wavelet analysis[J]. Bull Seismol Soc Am,97(5):1486–1501. doi: 10.1785/0120060255
    [10]
    Baker J W, Cornell C A. 2006. Vector-Valued Ground Motion Intensity Measures for Probabilistic Seismic Demand Analysis[R]. Berkeley: Pacific Earthquake Engineering Research Center, College of Engineering, University of California: 54–83.
    [11]
    Boore D M. 2006. Orientation-independent measures of ground motion[J]. Bull Seismol Soc Am,96(4A):1502–1511. doi: 10.1785/0120050209
    [12]
    Boore D M,Atkinson G M. 2008. Ground-motion prediction equations for the average horizontal component of PGA,PGV,and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s[J]. Earthq Spectra,24(1):99–138. doi: 10.1193/1.2830434
    [13]
    Boore D M,Stewart J P,Seyhan E,Atkinson G M. 2014. NGA-West2 equations for predicting PGA,PGV,and 5% damped PSA for shallow crustal earthquakes[J]. Earthq Spectra,30(3):1057–1085. doi: 10.1193/070113EQS184M
    [14]
    Bray J D,Rodriguez-Marek A. 2004. Characterization of forward-directivity ground motions in the near-fault region[J]. Soil Dynam Earthq Eng,24(1):815–828. doi: 10.1016/j.soildyn.2004.05.001
    [15]
    Campbell K W,Bozorgnia Y. 2014. NGA-West2 ground motion model for the average horizontal components of PGA,PGV,and 5% damped linear acceleration response spectra[J]. Earthq Spectra,30(3):1087–1115. doi: 10.1193/062913EQS175M
    [16]
    Chang Z W,Sun X D,Zhai C H,Zhao J X,Xie L L. 2016. An improved energy-based approach for selecting pulse-like ground motions[J]. Earthq Eng Struct Dynam,45(14):2405–2411. doi: 10.1002/eqe.2758
    [17]
    Chang Z W,Sun X D,Zhai C H,Zhao J X,Xie L L. 2018. An empirical approach of accounting for the amplification effects induced by near-fault directivity[J]. Bull Earthq Eng,16(5):1871–1885. doi: 10.1007/s10518-017-0275-7
    [18]
    Chiou B S J,Youngs R R. 2008. An NGA model for the average horizontal component of peak ground motion and response spectra[J]. Earthq Spectra,24(1):173–215. doi: 10.1193/1.2894832
    [19]
    Chiou B S J,Youngs R R. 2014. Update of Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra[J]. Earthq Spectra,30(3):1117–1153. doi: 10.1193/072813EQS219M
    [20]
    Howard J K,Tracy C A,Burns R G. 2005. Comparing observed and predicted directivity in near-source ground motion[J]. Earthq Spectra,21(4):1063–1092. doi: 10.1193/1.2044827
    [21]
    Kuo C H,Huang J Y,Lin C M,Hsu T Y,Chao S H,Wen K L. 2019. Strong ground motion and pulse-like velocity observations in the near-fault region of the 2018 MW6.4 Hualien,Taiwan,earthquake[J]. Seismol Res Lett,90(1):40–50. doi: 10.1785/0220180195
    [22]
    Ma K F,Wu Y M. 2019. Preface to the Focus Section on the 6 February 2018 MW6.4 Hualien,Taiwan,earthquake[J]. Seismol Res Lett,90(1):15–18. doi: 10.1785/0220180356
    [23]
    Mavroeidis G P,Papageorgiou A S. 2003. A mathematical representation of near-fault ground motions[J]. Bull Seismol Soc Am,93(3):1099–1131. doi: 10.1785/0120020100
    [24]
    Shahi S K,Baker J W. 2011. An empirically calibrated framework for including the effects of near-fault directivity in probabilistic seismic hazard analysis[J]. Seismol Res Lett,101(2):742–755.
    [25]
    Shahi S K, Baker J W. 2013. A Probabilistic Framework to Include the Effect of Near-fault Directivity in Seismic Hazard Assessment[D]. Stanford: Department of Civil and Environmental Engineering at Stanford University, California: 28–30.
    [26]
    Shahi S K,Baker J W. 2014. An efficient algorithm to identify strong-velocity pulses in multicomponent ground motions[J]. Seismol Res Lett,104(5):2456–2466.
    [27]
    Sigurðsson G Ö,Rupakhety R,Rahimi S E,Olafsson S. 2020. Effect of pulse-like near-fault ground motions on utility-scale land-based wind turbines[J]. Bull Earthq Eng,18(3):953–968. doi: 10.1007/s10518-019-00743-9
    [28]
    Somerville P G. 2003. Magnitude scaling of the near fault directivity pulse[J]. Phys Earth Planet Inter,137(1/2/3/4):201–212. doi: 10.1016/S0031-9201(03)00015-3
    [29]
    Zhai C H,Chang Z W,Li S,Chen Z Q,Xie L L. 2013. Quantitative identification of near-fault pulse-like ground motions based on energy[J]. Bull Seismol Soc Am,103(5):2591–2603. doi: 10.1785/0120120320
    [30]
    Zhao X F,Wen Z P,Xie J J,Xie Q C,Ching K E. 2021. Comparison of near-fault velocity pulse-like ground motions from the 2018 MW6.4 Hualien,Taiwan,earthquake with the Next Generation Attenuation (NGA)-West2 ground-motion models and directivity models[J]. Bull Seismol Soc Am,111(2):686–703. doi: 10.1785/0120200141
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(6)  / Tables(2)

    Article Metrics

    Article views (773) PDF downloads(171) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return