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首页> 外文期刊>Earth, planets and space: EPS >Estimation of shallow S-wave velocity structure in the Puli basin, Taiwan, using array measurements of microtremors
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Estimation of shallow S-wave velocity structure in the Puli basin, Taiwan, using array measurements of microtremors

机译:利用微震阵列测量法估算台湾埔里盆地浅S波速度结构

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摘要

The September 21, 1999, Chi-Chi earthquake induced strong shaking, resulting in severe damage in the Puli area. According to Huang and Tarng (2005), the collapse of many structures during the earthquake was very closely related to site effects. Shallow shear-wave velocities are widely used for earthquake ground-motion site characterization. Thus, we investigate S-wave velocity structures for the Puli area by performing microtremor array measurements at 16 sites. Dispersion curves at these sites are calculated using the F-K method (Capon, 1969) for the vertical component; S-wave velocity structures for the Puli area are then estimated by surface wave inversion (Herrmann, 1991). If the S-wave velocity of the bedrock is assumed to be 2000 m/s, the depths of the Quaternary sediments in the Puli area are between 300 m (FAL, PIP) and 870 m (DAH). Moreover, there are 3~6 distinct interfaces in the shallow velocity structure (0~1000 m). The depth of the bedrock gradually increases from the edge (SIN, PIP) to the center (PUL, DAH) of the basin and the thickest Quaternary sediments appear near Heng-Chih-Cheng (DAH).
机译:1999年9月21日,集集地震引起强烈震动,对埔里地区造成了严重破坏。根据Huang和Tarng(2005)的说法,地震期间许多建筑物的倒塌与工地影响密切相关。浅剪切波速度被广泛用于地震地震动场表征。因此,我们通过在16个地点进行微震阵列测量来研究埔里地区的S波速度结构。对于垂直分量,使用F-K方法(Capon,1969年)计算这些位置处的色散曲线。然后通过表面波反演来估算埔里地区的S波速度结构(Herrmann,1991)。如果假定基岩的S波速度为2000 m / s,则埔里地区第四纪沉积物的深度在300 m(FAL,PIP)和870 m(DAH)之间。此外,在浅层速度结构(0〜1000 m)中存在3〜6个不同的界面。基岩的深度从盆地的边缘(SIN,PIP)到中心(PUL,DAH)逐渐增加,并且最厚的第四纪沉积物出现在Heng-Chih-Cheng(DAH)附近。

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