首页> 外文期刊>Bulletin of Earthquake Engineering >Site effect assessment using KiK-net data: part 2—site amplification prediction equation based on f0 and Vsz
【24h】

Site effect assessment using KiK-net data: part 2—site amplification prediction equation based on f0 and Vsz

机译:使用KiK-net数据进行站点效果评估:第2部分-基于f 0 和Vsz的站点放大预测方程

获取原文
获取原文并翻译 | 示例
           

摘要

This paper presents empirical correlations between amplification factors and simple site parameters derived from a large subset of the KiK-net data. The amplification factor is estimated from the ratios between the surface and down-hole horizontal response spectra, corrected for the varying depths and impedance of the down-hole sites (Cadet et al. in Site effect assessment using KiK-net data—part 1—a simple correction procedure for surface/downhole spectral ratios, 2011). Several site parameters are selected on the basis of their simplicity and availability at relatively low cost. They are the shallow time-average velocities VSZ, with z equal to 5, 10, 20 and 30 m, and the fundamental frequency f0. The amplification factors are then correlated with each of the individual site parameters; four other “twin-parameter”—couples (f0, VSZ)—are also considered and the correlation with amplification factors is performed through a normalization of the frequencies by each site fundamental frequency. The quality of the correlations is given by a misfit compared with the original data variance. The largest variance reduction is obtained with twin-parameter characterizations, out of which the couple (f0, VS30) proves to provide the lower misfit. The performance of single parameter correlations is relatively lower; however, the best single parameter proves to be the fundamental frequency, which provides smaller misfit than the Vsz parameters. A comparison is also performed with the amplification factors recommended in European regulations, showing that it is possible right now to significantly improve both the site characterization criteria and the associated amplification factors, for use in building codes and microzonation studies.
机译:本文介绍了放大因子与从大量KiK-net数据中得出的简单位点参数之间的经验相关性。根据地面和井下水平响应谱之比估算放大系数,并针对井下站点的变化深度和阻抗进行校正(Cadet等人在使用KiK-net数据进行站点效果评估中,第1部分,地表/井下光谱比的简单校正程序,2011年)。基于其简单性和可用性,以相对较低的成本选择了几个站点参数。它们是浅时平均速度V SZ ,z等于5、10、20和30 m,基本频率f 0 。然后,将扩增因子与每个单独的位点参数相关;还考虑了其​​他四个“孪生参数”(偶数(f 0 ,V SZ )),并且通过对每个频率进行归一化来实现与放大因子的相关性。站点基本频率。与原始数据方差相比,相关性的质量由失配给出。通过双参数表征获得最大的方差减少,其中偶对(f 0 ,V S30 )证明具有较低的失配。单参数相关的性能相对较低;然而,最好的单个参数被证明是基频,它的失配比Vsz参数小。还与欧洲法规中推荐的放大系数进行了比较,表明目前有可能显着改善场所特征标准和相关的放大系数,以用于建筑法规和微区划研究。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号