遗址对高频频谱衰减参数影响的区域研究

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2024-10-13 DOI:10.1016/j.soildyn.2024.109030
Zhengru Tao , Pei Xiao , Jiayao Li , Yuwei Huang , Zhiguo Tao
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引用次数: 0

摘要

高频频谱衰减参数 κ 已在工程地震学领域应用了几十年。零距离κ值(κ0)是地动模型和强震合成中的场地参数。利用强震动地震仪网络 KiK-net 的地表-钻孔强震动记录对,我们探索了场地土壤对 κ0 的影响,特别是地动方向性的贡献。我们在目标区域(138°E-143°E,36°N-40°N)收集了 50 对台站的地震记录。所有水平正交记录以 10° 为增量从 0° 旋转到 180°,以捕捉两个水平分量上平均 κ0 与地面站和钻孔站旋转后 κ0 中值之间的差异。对地表站 κ0 和钻孔站 κ0 之间的差值 Δκ0 也采用了同样的方法,以测量土柱的贡献。土壤的非线性行为导致剪切应变较大、刚度降低和共振频率降低。因此,研究了土壤非线性对 κ 的影响。在同一地区,选取峰值地面加速度为 100 cm/s2 的强地面运动记录,采用移动时间窗解卷法识别土壤非线性,并评估了 50 个地面站的时间平均剪切波速度和 κ 的时间变化。
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Regional study of site effects on the high-frequency spectral-decay parameter
The high-frequency spectral-decay parameter κ has been used in the field of engineering seismology for several decades. The zero-distance κ value (κ0) is a site parameter in ground motion models and strong motion synthesis. Using surface-borehole pairs of strong motion records from the strong-motion seismograph network KiK-net, we explored the effect of site soil on κ0, specifically the contribution from ground motion directionality. In the target area (138°E−143°E, 36°N–40°N), and records from earthquakes at 50 pairs of stations were collected. All horizontal orthogonal records were rotated from 0° to 180° with an increment of 10° to capture the difference between the average κ0 on two horizontal components and the median value of the rotated κ0 at surface and borehole stations. The same process was applied to Δκ0, the difference between surface station κ0 and borehole station κ0, to measure the contribution by soil column. The nonlinear behavior of soils led to large shear strains, reduced stiffness, and decreased resonance frequency. Thus, the effect of soil nonlinearity on κ is investigated. In the same area, strong ground motion records with peak ground acceleration >100 cm/s2 were selected to identify the soil nonlinearity by the moving time window deconvolution method, and the temporal variation of time-average shear wave velocity and κ at the 50 surface stations were assessed.
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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