欧洲浅层地壳地震地动参数的非参数模型

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2024-08-20 DOI:10.1016/j.soildyn.2024.108923
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引用次数: 0

摘要

当前研究的重点是根据工程强震(ESM)数据库中的数据,为 21 个地动参数推导地动模型(GMM)。这些参数包括峰值地面加速度 (PGA)、峰值地面速度 (PGV)、峰值地面位移 (PGD)、PGV 与 PGA 的比率、(V/H) PGA 比率 主导频率 (Fp)、中心频率 (Ω)、频谱参数 (q)、显著持续时间 (TSig)、均方根加速度 (Arms)、阿里亚斯强度 (Ia)、累积绝对速度 (CAV)、特征强度 (IC)、加速度频谱强度 (ASI)、速度频谱强度 (VSI)、总能量 (Eacc)、频谱中心点 (Ew)、频谱标准偏差 (Sw)、时间中心点 (Et)、时间标准偏差 (St) 以及时间和频率之间的相关性 [ρ(t,ω)]。本研究同时考虑了水平和垂直分量。地动回归中固有的随机效应,包括事件间、站点间、地点间和区域间的变异,采用交叉嵌套混合效应回归,利用人工神经网络(ANN)的非参数 GMM 方法来解决。对模型的定量评估包括通过原点回归的相关系数以及均方误差和平均绝对误差等误差测量。这些评估结果证实了对地震动参数(GMPs)的可靠估计。通过比较使用拟议模型计算的地震动参数和文献报道的地震动参数,可以看出该模型性能优越。此外,建议的 GMM 在 ESM 地区地动模拟中的表现也令人满意。
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A non-parametric model of ground motion parameters for shallow crustal earthquakes in Europe

The current study focuses on deriving ground motion models (GMMs) for 21 ground motion parameters derived from data sourced from the Engineering Strong Motion (ESM) database. These parameters include Peak Ground Acceleration (PGA), Peak Ground Velocity (PGV), Peak Ground Displacement (PGD), PGV-to-PGA ratio, (V/H) PGA ratio Predominant Frequency (Fp), Central Frequency (Ω), Spectral Parameter (q), Significant Duration (TSig), Root Mean Square Acceleration (Arms), Arias Intensity (Ia), Cumulative Absolute Velocity (CAV), Characteristic Intensity (IC), Acceleration Spectrum Intensity (ASI), Velocity Spectrum Intensity (VSI), Total Energy (Eacc), Spectral Centroid (Ew), Spectral Standard Deviation (Sw), Temporal Centroid (Et), Temporal Standard Deviation (St), and Correlation between time and frequency [ρ(t,ω)]. Both horizontal and vertical components are considered in this study. The inherent random effects within ground motion regression, encompassing inter-event, inter-site, inter-locality, and inter-region variabilities, are addressed using cross-nested mixed effect regression utilizing a non-parametric GMM approach employing Artificial Neural Network (ANN). Quantitative assessment of the models involves correlation coefficients for regression through the origin and error measures like mean squared error and mean absolute error. These findings of the assessment confirm reliable estimates of Ground Motion Parameters (GMPs). A comparison of GMPs computed using the proposed model and those reported in the literature indicated model's superior performance. Furthermore, satisfactory performance of the proposed GMM in ground motion simulation for the ESM region is demonstrated.

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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.
期刊最新文献
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