Explainable XGBoost-SHAP Machine-Learning Model for Prediction of Ground Motion Duration in New Zealand

被引:4
作者
Somala, Surendra Nadh [1 ]
Chanda, Sarit [1 ,2 ]
Alhamaydeh, Mohammad [3 ]
Mangalathu, Sujith [4 ]
机构
[1] Indian Inst Technol Hyderabad, Dept Civil Engn, Hyderabad 502285, Telangana, India
[2] ICFAI Fdn Higher Educ, Fac Sci & Technol IcfaiTech, Dept Civil Engn, Hyderabad 501203, Telangana, India
[3] Amer Univ Sharjah, Coll Engn, Dept Civil Engn, POB 26666, Sharjah, U Arab Emirates
[4] Equifax Inc, Atlanta, GA 30005 USA
关键词
Machine-learning (ML); eXtreme Gradient Boosting (XGBoost); SHapley Additive exPlanations (SHAP); Random forest; Bracketed earthquake duration; New Zealand; HORIZONTAL COMPONENTS; EARTHQUAKE DURATION; EQUATIONS; NGA-WEST2; ACCELERATION; SITE; PGA; DAMAGE;
D O I
10.1061/NHREFO.NHENG-1837
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Although ground motion duration significantly influences structural response, there is a lack of accurate prediction models for ground motion duration. Ground motion duration plays a vital role in structural response during an earthquake. Even a small magnitude event may cause severe structural damage if the duration of the earthquake is long. Thus, accurate estimation of ground motion duration is essential for structural seismic design and analysis. This article uses machine learning techniques to estimate ground motion duration for the New Zealand region. This paper investigates the use of emerging machine learning algorithms to address this critical issue using data from the New Zealand earthquakes database. The utility of the prediction models is also evaluated using numerous parameters related to filtering frequencies, fault dimensions, S-wave triggering flag, etc., apart from the traditional source, path, and site. Other parameters, e.g., the usable frequency range and the uncertainty of the available parameters, are also considered in evaluating the prediction of the considered machine learning models. Root mean squared error, along with the coefficient of determination (R2), is used to evaluate the performance of the machine learning models. The method with the least difference between actual and predicted values on the test set is presented for each duration metric available within the New Zealand database. Most importantly, the game theory-based SHapely Additive exPlanations (SHAP) are provided as to whether each independent variable would push the predictions toward higher or lower values. These explanations demonstrate the relative importance of the parameters within the strong motion database in the prediction of earthquake duration.
引用
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页数:13
相关论文
共 61 条
[51]  
Sarieddine M., 2013, Proceedings of the Structures Congress 2013, P2926
[52]   Dependence of damping correction factors for response spectra on duration and numbers of cycles [J].
Stafford, Peter J. ;
Mendis, Rishmila ;
Bommer, Julian J. .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (08) :1364-1373
[53]  
TRIFUNAC MD, 1975, B SEISMOL SOC AM, V65, P581
[54]   Strong Correlation between Stress Drop and Peak Ground Acceleration for Recent M 1-4 Earthquakes in the San Francisco Bay Area [J].
Trugman, Daniel T. ;
Shearer, Peter M. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2018, 108 (02) :929-945
[55]   Earthquake duration effect on structural reliability [J].
van de Lindt, JW ;
Goh, G .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (05) :821-826
[56]   Influence of Ground Motion Duration on Responses of Concrete Gravity Dams [J].
Wang, Chao ;
Hao, Hong ;
Zhang, Sherong ;
Wang, Gaohui .
JOURNAL OF EARTHQUAKE ENGINEERING, 2020, 24 (07) :1156-1180
[57]   Machine Learning-Based Approach for Seismic Damage Prediction Method of Building Structures Considering Soil-Structure Interaction [J].
Won, Jongmuk ;
Shin, Jiuk .
SUSTAINABILITY, 2021, 13 (08)
[58]   Ground Motion Duration Effects on Hysteretic Behavior of Reinforced Concrete Bridge Colums [J].
Ou, Yu-Chen ;
Song, Jianwei ;
Wang, Ping-Hsiung ;
Adidharma, Leo ;
Chang, Kuo-Chun ;
Lee, George C. .
JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (03)
[59]   Isolating the effect of ground-motion duration on structural damage and collapse of steel frame buildings [J].
Zengin, Esra ;
Abrahamson, Norman A. ;
Kunnath, Sashi .
EARTHQUAKE SPECTRA, 2020, 36 (02) :718-740
[60]   The effects of strong motion duration on the dynamic response and accumulated damage of concrete gravity dams [J].
Zhang, Sherong ;
Wang, Gaohui ;
Pang, Bohui ;
Du, Chengbo .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2013, 45 :112-124