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基于强震数据的场地反应项分析及地震动参数预测
陈龙伟1,2  陈玉祥1,2  袁晓铭1,2
1.中国地震局工程力学研究所,黑龙江哈尔滨150080;2.中国地震局地震工程与工程振动重点实验室,黑龙江哈尔滨 150080
Site-term analysis and site-specific ground-motion parameters prediction #br# based on strong motion data
Chen Longwei1,2  Chen Yuxiang1,2  Yuan Xiaoming1,2
1. Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;
2. Key Laboratory of Earthquake Engineering and Engineering Vibration, China Earthquake Administration, Harbin 150080, China
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摘要 场地反应项是描述场地地震反应特征的定量指标,也是标识场地自身频谱特性的特征量。选取新西兰南岛Canterbury地区20个地震台站,搜集2010~2012年14次强震记录210条,借鉴现有的基于单台地震数据的地震动残差分析方法及FA 2010和BA 2008两个地震动预测方程,研究选取台站的场地反应项曲线(δS2Ss值)。结果显示δS2Ss值与场地条件及沉积土层特性相关,与选取的地震动预测方程基本无关;δS2Ss值越大场地对地震动的放大效应越明显;反之,δS2Ss值越小场地减震效应越明显。采用地震动预测方程预测具体特定场地的地震动参数时,其结果存在一定的偏差和不确定性,通过场地δS2Ss值对预测值进行修正,将场地自身地震反应特性考虑到地震动参数估计中;相对于地震动预测方程的预测值,δS2Ss值修正的地震动参数更吻合实际观测值。研究可以期为考虑场地效应的特定场地地震动参数预测以及特定场地PSHA计算提供一条可靠的途径。
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陈龙伟 陈玉祥 袁晓铭
关键词 场地反应项地震动参数新西兰地震记录地震动预测方程修正    
Abstract:The recently proposed site-term (δS2Ss) is a measure of the seismic response characteristics of a site. Through a systematic analysis of the different residual components by FA 2010 and BA 2008 GMPEs on a sizable set of 210 ground-motion data recorded at 20 stations in the 14 earthquake sequences of 2010 and 2012 in the Canterbury region of New Zealand, the site-terms of the selected stations are presented by the well-developed procedures of variability analysis of single-station records. The analytical results show that the site-term is solely interconnected with the prevailing geological conditions in the site but independent of GMPEs. The large site-term values potentially imply site amplification effects from model predictions using a simple site classification, while small values indicate possible site deamplification. When using the GMPEs based on global dataset to predict the ground motion parameters for a specific site, uncertainty will emerge and cause false prediction. The site-term can correct the predictions of GMPEs by taking into account of specific site properties. The corrected spectral values are more close to the observations than the predictions directly by GMPEs. The research results can provide reference for the PSHA calculation considering site effect and the prediction of site-specific ground motion.
Key wordssite-term    ground-motion parameter    New Zealand seismic records    GMPE    correction
    
引用本文:   
陈龙伟 陈玉祥 袁晓铭. 基于强震数据的场地反应项分析及地震动参数预测[J]. 土木工程学报, 2019, 52(2): 97-105.
Chen Longwei Chen Yuxiang Yuan Xiaoming. Site-term analysis and site-specific ground-motion parameters prediction #br# based on strong motion data. 土木工程学报, 2019, 52(2): 97-105.
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http://manu36.magtech.com.cn/Jwk_tmgcxb/CN/     或     http://manu36.magtech.com.cn/Jwk_tmgcxb/CN/Y2019/V52/I2/97
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