Ground-Motion Prediction Equations for Shallow Crustal and Upper-Mantle Earthquakes in Japan Using Site Class and Simple Geometric Attenuation Functions

被引:80
|
作者
Zhao, John X. [1 ]
Zhou, Shuanglin [1 ]
Zhou, Jun [1 ]
Zhao, Chen [1 ]
Zhang, Heng [1 ]
Zhang, Yingbin [1 ]
Gao, Pingjun [1 ]
Lan, Xiaowen [2 ]
Rhoades, David [3 ]
Fukushima, Yoshimitsu [4 ]
Somerville, Paul G. [5 ]
Irikura, Kojiro [6 ]
机构
[1] Southwest Jiaotong Univ, Minist Educ, Key Lab Transportat Tunnel Engn, Chengdu 610031, Peoples R China
[2] China Earthquake Adm, Inst Crustal Dynam, Beijing 100085, Peoples R China
[3] GNS Sci, Lower Hutt 5010, New Zealand
[4] IAEA, Int Seism Safety Ctr, Div Nucl Installat Safety, Dept Nucl Safety & Secur,Vienna Int Ctr, POB 100, A-1400 Vienna, Austria
[5] AECOM, 915 Wilshire Blvd,7th Floor, Los Angeles, CA 90017 USA
[6] Aichi Inst Technol, Toyota, Aichi 4700392, Japan
基金
美国国家科学基金会;
关键词
AVERAGE HORIZONTAL COMPONENT; RESPONSE SPECTRA; PGV; MODEL; MAGNITUDE; PERIODS; PSA;
D O I
10.1785/0120150063
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
In this article, ground-motion prediction equations (GMPEs) based on the horizontal components of the strong-motion records from shallow crustal and upper-mantle earthquakes in Japan are presented. We assembled a large dataset from earthquakes with a moment magnitude (M-w) over 4.9 and a reliable earthquake category (the tectonic location of earthquakes) up to the end of 2012. The GMPEs were based on a set of simple geometric attenuation functions. A bilinear magnitude-scaling function hinged at M-w 7.1 was adopted, with the scaling rates for large events being much smaller than those for the smaller events. Site classes based on site period were used as site terms, and nonlinear site terms were included. We modeled the effect of volcanic zones using an anelastic attenuation coefficient applied to a horizontal portion of the seismic-wave travel distance within volcanic zones. Most strong-motion records in our dataset are from stations with a measured shear-wave velocity profile down to engineering bedrock. A small number of records are from stations with inferred site classes using the response spectral ratio of the horizontal-to-vertical components or geologic description of the surface soil layers. We tested the effect of site information quality by comparing the goodness-of-fit parameters from the model with and without the sites with inferred site classes. Our results suggest that the site information quality made a significant difference for spectral periods over 0.7 s, that is, the exclusion of sites with inferred site classes improves the model fit significantly. The within-event residuals were approximately separated into within-site and between-site components, and the corresponding standard deviations were calculated. The approximate separation allows for the possibility of adopting different standard deviations for different site classes in a probabilistic seismic-hazard analysis if desired.
引用
收藏
页码:1552 / 1569
页数:18
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