A hybrid non-parametric ground motion model of power spectral density based on machine learning

IF 8.5 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computer-Aided Civil and Infrastructure Engineering Pub Date : 2024-09-18 DOI:10.1111/mice.13340
Jiawei Ding, Dagang Lu, Zhenggang Cao
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Abstract

In the fields of engineering seismology and earthquake engineering, researchers have predominantly focused on ground motion models (GMMs) for intensity measures. However, there has been limited research on power spectral density GMMs (PSD-GMMs) that characterize spectral characteristics. PSD, being structure-independent, offers unique advantages. This study aims to construct PSD-GMMs using non-parametric machine learning (ML) techniques. By considering 241 different frequencies from 0.1 to 25.12 Hz and evaluating eight performance indicators, seven highly accurate and stable ML techniques are selected from 12 different ML techniques as foundational models for the PSD-GMM. Through mixed effects regression analysis, inter-event, intra-event, and inter-site standard deviations are derived. To address inherent modeling uncertainty, this study uses the ratio of the reciprocal of the standard deviation of the total residuals of the foundational models to the sum of the reciprocals of the total residuals of the seven ML GMMs as weight coefficients for constructing a hybrid non-parametric PSD-GMM. Utilizing this model, ground motion records can be simulated, and seismic hazard curves and uniform hazard PSD can be obtained. In summary, the hybrid non-parametric PSD-GMM demonstrates remarkable efficacy in simulating and predicting ground motion records and holds significant potential for guiding seismic hazard and risk analysis.
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基于机器学习的功率谱密度混合非参数地动模型
在工程地震学和地震工程学领域,研究人员主要关注烈度测量的地动模型 (GMM)。然而,对描述频谱特征的功率谱密度 GMM(PSD-GMM)的研究还很有限。PSD 与结构无关,具有独特的优势。本研究旨在利用非参数机器学习(ML)技术构建 PSD-GMM。通过考虑从 0.1 到 25.12 Hz 的 241 个不同频率,并评估 8 个性能指标,从 12 种不同的 ML 技术中筛选出 7 种高度准确和稳定的 ML 技术作为 PSD-GMM 的基础模型。通过混合效应回归分析,得出了事件间、事件内和站点间的标准偏差。为了解决建模固有的不确定性,本研究使用基础模型总残差标准偏差的倒数与七个 ML GMM 总残差倒数之和的比值作为权重系数,构建混合非参数 PSD-GMM。利用该模型可以模拟地动记录,并获得地震危险性曲线和均匀危险性 PSD。总之,混合非参数 PSD-GMM 在模拟和预测地动记录方面表现出卓越的功效,在指导地震灾害和风险分析方面具有巨大的潜力。
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来源期刊
CiteScore
17.60
自引率
19.80%
发文量
146
审稿时长
1 months
期刊介绍: Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms. Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.
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