Site condition evaluation using horizontal-to-vertical response spectral ratios of earthquakes in the NGA-West 2 and Japanese databases

被引:91
作者
Ghofrani, Hadi [1 ]
Atkinson, Gail M. [1 ]
机构
[1] Univ Western Ontario, Dept Earth Sci, London, ON N6A 5B7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Horizontal-to-vertical (H/V) spectral ratio; The time-averaged shear wave velocity to a depth of 30 m (V-S30); Site amplification; NGA-West; 2; database; Standard H/V response spectral ratio; Ground motion; Site classification; GROUND-MOTION; CLASSIFICATION; AMPLIFICATION; PROXY; VS30; COMPONENTS; CALIFORNIA; PERIOD; MAP;
D O I
10.1016/j.soildyn.2014.08.015
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
We evaluate the usefulness of the horizontal-to-vertical (H/V) response spectral ratio as a parameter to describe site response. In particular we compare its effectiveness with that of the time-averaged shear-wave velocity to 30 m (V-S30), and also look at how those two measures are correlated. The evaluation is performed considering two major compiled ground-motion databases, one being the international NGA-West 2 database, and the other being a comprehensive database from Japan. A uniform procedure is applied to pick peak frequency (f(peak)) and peak amplitude (A(peak)) 1 from the averaged H/V response spectral ratio for each site in the database. The H/V peak parameters are then grouped by their behavior, and the relationship of these peak parameters to V-S30 are investigated by region. We conclude that: (1) H/V offers at least as much site information as V-S30; (2) H/V is of more descriptive value than V-S30 for deep soil sites, having f(peak) <= 1 Hz; and (3) the averaged H/V response spectral ratio for a site peaks at a specific frequency which is related to the depth of deposit, and has a stable peak amplitude of similar to 0.45 log10 units, independent of the region. We conclude that H/V has significant advantages over V-S30 as a site description variable, and note that it is in general easier (less expensive) to obtain. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:30 / 43
页数:14
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