Machine Learning-Based Seismic Damage Assessment of Residential Buildings Considering Multiple Earthquake and Structure Uncertainties

被引:1
|
作者
Yuan, Xinzhe [1 ]
Li, Liujun [2 ]
Zhang, Haibin [1 ]
Zhu, Yanping [1 ]
Chen, Genda [1 ]
Dagli, Cihan [3 ]
机构
[1] Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO 65401 USA
[2] Univ Idaho, Dept Soil & Water Syst, Moscow, ID 83844 USA
[3] Missouri Univ Sci & Technol, Dept Engn Management & Syst Engn, Rolla, MO 65401 USA
关键词
FRAME WOOD BUILDINGS; FRAGILITY ANALYSIS; INTENSITY MEASURE; PERFORMANCE; DETERIORATION; PREDICTION; MODELS;
D O I
10.1061/NHREFO.NHENG-1681
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Wood-frame structures are used in almost 90% of residential buildings in the United States. It is thus imperative to rapidly and accurately assess the damage of wood-frame structures in the wake of an earthquake event. This study aims to develop a machine-learning-based seismic classifier for a portfolio of 6,113 wood-frame structures near the New Madrid Seismic Zone (NMSZ) in which synthesized ground motions are adopted to characterize potential earthquakes. This seismic classifier, based on a multilayer perceptron (MLP), is compared with existing fragility curves developed for the same wood-frame buildings near the NMSZ. This comparative study indicates that the MLP seismic classifier and fragility curves perform equally well when predicting minor damage. However, the MLP classifier is more accurate than the fragility curves in prediction of moderate and severe damage. Compared with the existing fragility curves with earthquake intensity measures as inputs, machine-learning-based seismic classifiers can incorporate multiple parameters of earthquakes and structures as input features, thus providing a promising tool for accurate seismic damage assessment in a portfolio scale. Once trained, the MLP classifier can predict damage classes of the 6,113 structures within 0.07 s on a general-purpose computer.
引用
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页数:11
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