Updated PGA, PGV, and Spectral Acceleration Attenuation Relations for Iran

被引:44
作者
Saffari, Hamid [1 ]
Kuwata, Yasuko [1 ]
Takada, Shiro [2 ]
Mahdavian, Abbas [3 ]
机构
[1] Kobe Univ, Dept Civil Engn, Kobe, Hyogo 6578501, Japan
[2] Univ Tehran, Dept Civil Engn, Tehran 1417633861, Iran
[3] Power & Water Univ Technol, Dept Civil Engn, Tehran 167651719, Iran
关键词
damping; earthquake engineering; regression analysis; STRONG GROUND MOTION; AVERAGE HORIZONTAL COMPONENT; MODEL; MAGNITUDE; PERIODS;
D O I
10.1193/1.3673622
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
We have developed updated attenuation relations for peak ground acceleration (PGA), peak ground velocity (PGV), and acceleration response spectra with 5% damping on the basis of the data (78 earthquakes and 351 records) pertaining to strong ground motion in Iran. Moment magnitude, distance, fault mechanism, site class, and zone were the model parameters considered. A term for the saturation of the acceleration amplitude was also used in the model in order to improve the estimations in near-source regions. A nonlinear regression analysis was performed to obtain the coefficients. A comparison between the data set used in the current study for Iran and two next generation attenuation (NGA) models showed good correlation between our model and the Campbell-Bozorgnia NGA model. The model described is applicable for moment magnitudes from 5.0 to 7.3, distances from 15 to 135 km, and site classes with an average shear-wave velocity at a subsurface depth of 30 m (AVS30) of more than 175 m/s. [DOI:10.1193/1.3673622]
引用
收藏
页码:257 / 276
页数:20
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