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SITE CLASSIFICATION BASED ON SPECTRAL AMPLIFICATIONPATTERNS FOR MICROTREMOR H/V RATIOS

机译:基于光谱放大模式的微距H / V比值的站点分类

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The authors apply soil response estimation techniques employing accelerograms for fifteen earthquakesrecorded at the Yokohama Strong Motion Network and its vertical array of nine sites, plus microtremordata recorded at all 150 sites. Assessment of the reliability of surface to a reference site- and horizontal tovertical- spectral ratios of S-waves, Coda, and microtremors, relies on cross-validation with both, surfaceto borehole spectral ratios, and theoretical soil response functions for vertically incident SH plane wavescalculated from the vertical array and logging data, respectively. The results indicate that the H/V ofmicrotremors provides a better match of soil response estimations when considering no more than ±30%mismatch in the determination of the predominant periods. The application of pattern recognition revealsa category structure that fits the mutual relationship of ground motion- and microtremor-basedestimations. The calculation of surface to borehole spectral ratios for the vertical components of groundmotion and microtremors, as well as the computation of theoretical H/V spectral ratios for SV plane wavesconfirms the robustness of the grouping scheme. The nine spectral amplification patterns composing thecategory structure thus validated serve as the cornerstone of our site classification method. The methodconstitutes an attempt at expanding the applicability of microtremor-based site effects estimations throughthe improvement of their reliability. To achieve it, we exploit the nexus between the nine amplificationpatterns and the corresponding local geological conditions revealed in the course of our study. Theprospect of obtaining more reliable site effects parameters from a relatively simple analysis at acomparatively low economic cost, combined with the possibility of recording without strict spatial or timerestrictions turns microtremors into a particularly appealing approach.
机译:作者运用土壤响应估计技术,利用加速度计记录了横滨强运动网络及其九个站点的垂直阵列记录的十五次地震,以及记录在所有150个站点的微震数据。评估表面对S波,Coda和微震的参考位置和水平垂直光谱比的可靠性,依赖于对垂直入射SH平面的表面与井眼光谱比以及理论土壤响应函数的交叉验证分别由垂直阵列和测井数据计算得到的电波。结果表明,在确定主要时期时,考虑不到不超过30%的不匹配,微震的H / V可以更好地匹配土壤响应估计。模式识别的应用揭示了一个类别结构,该类别结构适合基于地面运动和微震的估计的相互关系。地面运动和微震的垂直分量的地表光谱比的计算,以及SV平面波的理论H / V光谱比的计算,证实了分组方案的稳健性。从而验证了构成类别结构的九种光谱放大图案,这是我们站点分类方法的基石。该方法试图通过提高其可靠性来扩展基于微震的站点效应估计的适用性。为了实现这一目标,我们利用了九种扩增模式与研究过程中揭示的相应局部地质条件之间的联系。从相对简单的分析中以相对较低的经济成本获得更可靠的位点效应参数的前景,再加上没有严格的空间或时间限制的记录可能性,使微震成为一种特别吸引人的方法。

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