Explainable Machine learning on New Zealand strong motion for PGV and PGA. (December 2021)

• Record Type: Journal Article
• Authors: Somala, Surendra Nadh; Chanda, Sarit; Karthikeyan, Karthika; Mangalathu, Sujith
• Is Part Of: Structures. Volume 34(2021)
• Page Start: 4977
• Page End: 4985
• Publication Date: 2021-12
• Subjects: Kaikoura -- Machine learning -- Pgv -- Random forest -- Svm -- Xgboost; Structural engineering -- Periodicals; 624.1
• DOI: 10.1016/j.istruc.2021.10.085
• Languages: English
• ISSNs: 2352-0124

Abstract

Abstract: Estimating ground motion characteristics at various locations as a function of fault characteristics is useful for the proper damage assessment and risk mitigation strategies. This paper explores the application of machine learning approaches to predict peak ground acceleration (PGA) and peak ground velocity (PGV) using New Zealand's strong motion data. Five machine learning algorithms, namely linear regression, kNN, SVM, Random Forest, and XGBoost, are used in this study. Using the New Zealand flat-file database, the geometric mean of the peak ground motion parameters is used as predictor variables in training the machine learning algorithms. The performance of the chosen algorithms and how they work on PGV and PGA are discussed. The best prediction for PGA is obtained using random forest but for PGV XGboost worked best. The relative importance of various features in the flat file is also presented for the best-performing machine learning algorithm. Although the magnitude of an earthquake is found to be most influential for PGV, rupture distance showed the highest impact for PGA. Finally, the predictions are also explained using SHApley Additive exPlanations (SHAP) for the overall dataset as well as on a sample by sample basis, for a few samples. Pairwise dependency of some features with the highest feature importance is also presented using SHAP.