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Site characterization for urban seismic hazards in lower Manhattan, New York City, from microtremor array analysis

机译:基于微震阵列分析的纽约曼哈顿下城城市地震灾害现场表征

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We characterize the shear-wave velocity (Vs) of soil deposits in lower Manhattan at six sites using the SPAC and HVSR microtremor methods. The soil Vs ranges from 140 m/s to 300 m/s over bedrock. We believe that bedrock depth is constrained to ± 15% with these microtremor data, but an accurate quantification of bedrock Vs is unattainable because of low spectral coherency at frequencies below 3 H_z. HVSR data corroborate the SPAC microtremor results at sites based on good alignment of theoretical Rayleigh ellipticity peaks, 1D SH amplifications, and peak HVSR. Resonant frequencies vary between 1.4 and 5.5 Hz between the sites from both observed HVSR and predicted 1D SH amplification. Shear-wave velocities to 30 m classify the sites as C, D, or E. This study demonstrates that given relatively shallow bedrock depth the SPAC method can work in extremely urbanized areas. Citation: Stepheпson, W. J., S. Hartzell, A. D. Frankel, M. Asten, D. L. Carver, and W. Y. Kim (2009), Site characterization for urban seismic hazards in lower Manhattan, New York City, from microtremor array analysis, Geophys.
机译:我们使用SPAC和HVSR微震方法表征了曼哈顿下城六个地点的土壤沉积物的剪切波速度(Vs)。基岩上的土壤Vs为140 m / s至300 m / s。我们相信,这些微震数据将基岩深度限制在±15%,但是由于在低于3 H_z的频率下具有较低的频谱相干性,因此无法对基岩Vs进行准确量化。 HVSR数据基于理论瑞利椭圆率峰,一维SH放大率和HVSR峰的良好对齐,证实了SPAC微震结果。在观察到的HVSR和预测的1D SH放大倍数之间,共振频率在1.4和5.5 Hz之间变化。到30 m的剪切波速度将这些地点分类为C,D或E。这项研究表明,在基岩深度相对较浅的情况下,SPAC方法可以在极端城市化地区使用。引用:Stepheпson,W.J.,S.Hartzell,A.D.Frankel,M.Asten,D.L.Carver和W.Y.Kim(2009年),《纽约州曼哈顿下城的城市地震灾害现场表征,根据微震阵列分析,Geophys》。

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