Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database

被引:0
作者
Mehran Davatgari-Tafreshi
Sanjay Singh Bora
机构
[1] The University of Memphis,Department of Civil Engineering
[2] Institute of Geological and Nuclear Science (GNS),undefined
来源
Bulletin of Earthquake Engineering | 2023年 / 21卷
关键词
Ground-motion models; Duration; Arias intensity; Cumulative absolute velocity; Correlations; Iranian plateau;
D O I
暂无
中图分类号
学科分类号
摘要
This study presents empirical ground-motion models (GMMs) for estimating Arias intensity (IA), cumulative absolute velocity (CAV) and significant ground-motion duration (D5–75 and D5–95), calibrated on Iranian strong motion database. The dataset consists of 1749 (with two horizontal components) acceleration motion time-series originated from 566 events with moment magnitude (Mw) 3–7.5 range and recorded at 338 stations in the distances range up to 200 km. Common functional forms were adopted for all four models to facilitate easy comparison of derived model parameters and model predictions. Residual distributions and their unbiased variation with predictor variables Mw, hypocentral distance (Rhypo), time-averaged shear-wave velocity in the top 30 m (VS30) indicated robustness of the derived models. This study also examines residual correlations between different pairs of ground-motion intensity measures (GMIMs). The correlations were analysed separately for between-event (δBe\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\delta B}_{e}$$\end{document}) and within-event (δWSes\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\delta WS}_{es}$$\end{document}) component of the residuals. The correlation of δBe\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\delta B}_{e}$$\end{document} between: (1) IA and the two duration measures (D5–75 and D5–95), (2) CAV and the two duration measures were found depending upon the event magnitude (strongest for Mw > 6). Similarly, the correlation of δWSes\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\delta WS}_{es}$$\end{document} between: (1) IA and the two duration measures, (2) CAV and the two duration measures were observed depending upon source-to-site distance (strongest for Rhypo < 50 km). Furthermore, a relatively stronger negative correlation of δWSes\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${\delta WS}_{es}$$\end{document} was observed between CAV and station-specific attenuation parameter (κ0) (mainly at softer soil sites) in comparison to that between IA and κ0.
引用
收藏
页码:4139 / 4166
页数:27
相关论文
共 243 条
  • [11] Kuehn N(2017)Intensity measure correlations observed in the NGA-West2 database, and dependence of correlations on rupture and site parameters Earthq Spectra 33 145-48
  • [12] Ancheta TD(2015)Fitting linear mixed-effects models using lme4 J Stat Softw 67 1-172
  • [13] Darragh RB(1999)The effective duration of earthquake strong motion J Earthquake Eng 3 127-26
  • [14] Stewart JP(2004)The influence of strong-motion duration on the seismic response of masonry structures Bull Earthq Eng 2 1-3233
  • [15] Seyhan E(2009)Empirical equations for the prediction of the significant, bracketed, and uniform duration of earthquake ground motion Bull Seism Soc Am 99 3217-676
  • [16] Silva WJ(2003)Simulation of ground motion using the stochastic method Pure Appl Geophys 160 635-1748
  • [17] Chiou BS-J(2003)Effect of causal and acausal filters on elastic and inelastic response spectra Earthq Eng Struct Dyn 32 1729-115
  • [18] Wooddell KE(2005)Processing of strong-motion accelerograms: needs, options and consequences Soil Dyn Earthq Eng 25 93-1835
  • [19] Kottke AR(2010)Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion Bull Seism Soc Am 100 1830-2552
  • [20] Boore DM(2014)Path durations for use in the stochastic-method simulation of ground motions Bull Seism Soc Am 104 2541-493