Empirical Correlations between Cumulative Absolute Velocity and Amplitude-Based Ground Motion Intensity Measures

被引:46
|
作者
Bradley, Brendon A. [1 ,2 ]
机构
[1] Univ Canterbury, Dept Civil & Nat Resources Engn, Christchurch 1, New Zealand
[2] Chuo Univ, Inst Sci & Engn, Tokyo 112, Japan
关键词
earthquake engineering; earthquakes; hazards; AVERAGE HORIZONTAL COMPONENT; PREDICTION EQUATIONS; NGA MODELS; APPLICABILITY; PERIODS; PGV;
D O I
10.1193/1.3675580
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Empirical correlation equations are developed between cumulative absolute velocity (CAV) and other common ground motion intensity measures, namely, peak ground acceleration (PGA), peak ground velocity (PGV), 5% damped pseudo spectral acceleration (SA), acceleration spectrum intensity (ASI), spectrum intensity (SI), and displacement spectrum intensity (DSI). It is found that, for a given earthquake rupture, CAV has the strongest correlation with high and moderate frequency intensity measures (IMs), that is, ASI, PGA, PGV and high-frequency SA, and to a lesser extent with low frequency IMs (DSI and low-frequency SA). The largest positive correlations of approximately 0.7 however are not high in an absolute sense, a result of the cumulative nature of CAV. The equations allow estimation of the joint distribution of these intensity measures for a given earthquake rupture, enabling the inclusion of CAV, and its benefit as a cumulative intensity measure, in seismic hazard analysis, ground motion selection, and seismic response analysis. [DOI:10.1193/1.3675580]
引用
收藏
页码:37 / 54
页数:18
相关论文
共 50 条
  • [1] Empirical correlations between cumulative absolute velocity and spectral accelerations from NGA ground motion database
    Wang, Gang
    Du, Wenqi
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2012, 43 : 229 - 236
  • [2] Empirical Correlations between Peak Ground Velocity and Spectrum-Based Intensity Measures
    Bradley, Brendon A.
    EARTHQUAKE SPECTRA, 2012, 28 (01) : 17 - 35
  • [3] Empirical Correlations Between Horizontal and Vertical Ground-Motion Intensity Measures
    Wang, Xiao-Lei
    Wang, Xi-Ming
    Yan, Wei-Dong
    Lu, Da-Gang
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2023, 113 (01) : 437 - 452
  • [4] Empirical Correlations between Generalized Ground-Motion Intensity Measures for Earthquakes in China
    Ji, Kun
    Ren, Yefei
    Wen, Ruizhi
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2021, 111 (01) : 274 - 294
  • [5] Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database
    Davatgari-Tafreshi, Mehran
    Bora, Sanjay Singh
    BULLETIN OF EARTHQUAKE ENGINEERING, 2023, 21 (09) : 4139 - 4166
  • [6] Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database
    Mehran Davatgari-Tafreshi
    Sanjay Singh Bora
    Bulletin of Earthquake Engineering, 2023, 21 : 4139 - 4166
  • [7] A Referenced Empirical Ground-Motion Model for Arias Intensity and Cumulative Absolute Velocity Based on the NGA-East Database
    Farhadi, Ali
    Pezeshk, Shahram
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2020, 110 (02) : 508 - 518
  • [8] Empirical Correlations of Spectral Input Energy with Peak Amplitude, Cumulative, and Duration Intensity Measures
    Cheng, Yin
    Liu, Tongtong
    Wang, Jianfeng
    Ning, Chao-Lie
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2022, 112 (02) : 978 - 991
  • [9] Offshore Ground Motion Models for Arias Intensity and Cumulative Absolute Velocity in the Japan Trench Area
    Hu, Jinjun
    Hu, Lei
    Jin, Chaoyue
    Wang, Zhongwei
    Ding, Yitian
    Tang, Chao
    JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 27 (14) : 4005 - 4023
  • [10] GROUND MOTION MODELS FOR ARIAS INTENSITY, CUMULATIVE ABSOLUTE VELOCITY, PEAK INCREMENTAL GROUND VELOCITY, AND SIGNIFICANT DURATION IN NEW ZEALAND
    Bullock, Zach
    BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2019, 52 (04): : 193 - 207