Conversion between Peak Ground Motion Parameters and Modified Mercalli Intensity Values

被引:29
|
作者
Yaghmaei-Sabegh, Saman [1 ]
Tsang, Hing-Ho [2 ]
Lam, Nelson T. K. [3 ]
机构
[1] Univ Tabriz, Dept Civil Engn, Tabriz, Iran
[2] Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
[3] Univ Melbourne, Dept Civil & Environm Engn, Melbourne, Vic 3010, Australia
关键词
Modified Mercalli Intensity (MMI); Peak Ground Velocity (PGV); Peak Ground Acceleration (PGA); Pseudo Spectral Acceleration (PSA); Iran; North America; SEISMIC INTENSITY; ACCELERATION; EARTHQUAKES;
D O I
10.1080/13632469.2011.565861
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A model developed recently for conversion of instrumental data to Modified Mercalli Intensity data in North America has been evaluated in this study which employed strong motion recordings and matching Intensity data from ten Iranian earthquakes. Iranian data has also been used to develop new expressions for estimation of Intensity values for various peak ground motion parameters. Importantly, predictions from the new expression with peak ground velocity as the predictor is consistent with those from well-published models developed from data collected in North America. The demonstrated generality of existing conversion relationships has important implications to damage assessment across the globe.
引用
收藏
页码:1138 / 1155
页数:18
相关论文
共 50 条
  • [41] Support Vector Regression for the Relationships between Ground Motion Parameters and Macroseismic Intensity in the Sichuan-Yunnan Region
    Tao, Dongwang
    Ma, Qiang
    Li, Shuilong
    Xie, Zhinan
    Lin, Dexin
    Li, Shanyou
    [J]. APPLIED SCIENCES-BASEL, 2020, 10 (09):
  • [42] Inslab earthquakes of Central Mexico:: Peak ground-motion parameters and response spectra
    García, D
    Singh, SK
    Herráiz, M
    Ordaz, M
    Pacheco, JF
    [J]. BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2005, 95 (06) : 2272 - 2282
  • [43] Relationships between macroseismic intensity and parameters of strong ground motions
    Kuzin, IP
    [J]. IZVESTIYA-PHYSICS OF THE SOLID EARTH, 2002, 38 (04) : 340 - 346
  • [44] Correlation of ground motion intensity parameters used for predicting structural and geotechnical response
    Baker, Jack W.
    [J]. APPLICATIONS OF STATISICS AND PROBABILITY IN CIVIL ENGINEERING, 2007, : 501 - 502
  • [45] Empirical relationships between Arias Intensity and peak ground acceleration for western China
    Liu, Jia Mei
    Zhang, Bin
    Zhao, Xu Dong
    [J]. FRONTIERS IN EARTH SCIENCE, 2024, 12
  • [46] Ground Motion to Intensity Conversion Equations (GMICEs): A Global Relationship and Evaluation of Regional Dependency
    Caprio, Marta
    Tarigan, Bernadetta
    Worden, C. Bruce
    Wiemer, Stefan
    Wald, David J.
    [J]. BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2015, 105 (03) : 1476 - 1490
  • [47] Ground-motion parameters of the Southwestern Indiana earthquake of 18 June 2002 and the disparity between the observed and predicted values
    Street, R
    Wiegand, J
    Woolery, EW
    Hart, P
    [J]. SEISMOLOGICAL RESEARCH LETTERS, 2005, 76 (04) : 512 - 530
  • [48] Effect of strong ground motion duration on the expected peak values of floor response spectra in elastic buildings
    Kaneko, Kensaku
    [J]. JAPAN ARCHITECTURAL REVIEW, 2019, 2 (04): : 440 - 450
  • [49] GROUND MOTION MODELS FOR ARIAS INTENSITY, CUMULATIVE ABSOLUTE VELOCITY, PEAK INCREMENTAL GROUND VELOCITY, AND SIGNIFICANT DURATION IN NEW ZEALAND
    Bullock, Zach
    [J]. BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2019, 52 (04): : 193 - 207
  • [50] Empirical Correlations between Peak Ground Velocity and Spectrum-Based Intensity Measures
    Bradley, Brendon A.
    [J]. EARTHQUAKE SPECTRA, 2012, 28 (01) : 17 - 35