Machine-Learning Methods for Earthquake Ground Motion Analysis and Simulation

被引:48
|
作者
Alimoradi, Arzhang [1 ]
Beck, James L. [2 ]
机构
[1] So Methodist Univ, Dept Math, Dallas, TX 75205 USA
[2] CALTECH, Engn & Appl Sci, Pasadena, CA 91125 USA
关键词
Ground motion; Earthquake engineering; Simulation models; Optimization; Machine learning; Principal component analysis; Gaussian process regression; Genetic algorithms; Intensity measures; Probabilistic seismic hazard analysis; ANALYSES OFTEN LEAD; SEISMIC HAZARD ANALYSIS; AVERAGE HORIZONTAL COMPONENT; SHEAR-FLEXURAL RESPONSE; MOMENT-RESISTING FRAMES; PREDICTION EQUATIONS; MULTISTORY BUILDINGS; GENETIC ALGORITHM; EMPIRICAL-MODEL; TIME HISTORIES;
D O I
10.1061/(ASCE)EM.1943-7889.0000869
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a novel method of data-based probabilistic seismic hazard analysis (PSHA) and ground motion simulation, verified using previously recorded strong-motion data and machine-learning techniques. The procedure consists of three parts: (1) selection of an orthonormal set of basis vectors called eigenquakes to represent characteristic earthquake records; (2) estimation of response spectra for the anticipated level of shaking for a scenario earthquake at a site using Gaussian process regression; and (3) optimal combination of the eigenquakes to generate time series of ground acceleration consistent with the response spectral ordinates obtained in the second part. The paper discusses the benefits of applying such machine-learning methods to strong-motion databases for PSHA and ground motion simulation, particularly in large urban areas where dense instrumentation is available or expected. The effectiveness of the proposed methodology is exhibited using four scenario examples for downtown Los Angeles. Advantages, disadvantages, and future research needs for this machine-learning approach to PSHA are discussed. (C) 2014 American Society of Civil Engineers.
引用
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页数:13
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