Structural Damage Prediction of a Reinforced Concrete Frame under Single and Multiple Seismic Events Using Machine Learning Algorithms

被引:43
作者
Lazaridis, Petros C. [1 ]
Kavvadias, Ioannis E. [1 ]
Demertzis, Konstantinos [1 ,2 ]
Iliadis, Lazaros [1 ]
Vasiliadis, Lazaros K. [1 ]
机构
[1] Democritus Univ Thrace, Dept Civil Engn, Campus Kimmeria, Xanthi 67100, Greece
[2] Hellen Open Univ, Sch Sci & Technol, Informat Studies, Kavala 65404, Greece
来源
APPLIED SCIENCES-BASEL | 2022年 / 12卷 / 08期
关键词
seismic sequence; machine learning algorithms; repeated earthquakes; structural damage prediction; intensity measures; damage accumulation; machine learning; artificial neural network; NONLINEAR BEHAVIOR; RC FRAMES; SEQUENCE;
D O I
10.3390/app12083845
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Advanced machine learning algorithms have the potential to be successfully applied to many areas of system modelling. In the present study, the capability of ten machine learning algorithms to predict the structural damage of an 8-storey reinforced concrete frame building subjected to single and successive ground motions is examined. From this point of view, the initial damage state of the structural system, as well as 16 well-known ground motion intensity measures, are adopted as the features of the machine-learning algorithms that aim to predict the structural damage after each seismic event. The structural analyses are performed considering both real and artificial ground motion sequences, while the structural damage is expressed in terms of two overall damage indices. The comparative study results in the most efficient damage index, as well as the most promising machine learning algorithm in predicting the structural response of a reinforced concrete building under single or multiple seismic events. Finally, the configured methodology is deployed in a user-friendly web application.
引用
收藏
页数:22
相关论文
共 80 条
[1]   Fragility Curves for RC Frames Subjected to Tohoku Mainshock-Aftershocks Sequences [J].
Abdelnaby, Adel E. .
JOURNAL OF EARTHQUAKE ENGINEERING, 2018, 22 (05) :902-920
[2]   AN INTRODUCTION TO KERNEL AND NEAREST-NEIGHBOR NONPARAMETRIC REGRESSION [J].
ALTMAN, NS .
AMERICAN STATISTICIAN, 1992, 46 (03) :175-185
[3]   Neuro-fuzzy techniques for the classification of earthquake damages in buildings [J].
Alvanitopoulos, P. F. ;
Andreadis, I. ;
Elenas, A. .
MEASUREMENT, 2010, 43 (06) :797-809
[4]   The effects of repeated earthquake ground motions on the non-linear response of SDOF systems [J].
Amadio, C ;
Fragiacomo, M ;
Rajgelj, S .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2003, 32 (02) :291-308
[5]  
[Anonymous], 2005, Design of steel structures-Part 1.1: General rules and rules for buildings. EN 1993-1-1:2005
[6]  
Araya R., 1984, Proceedings of the 8th World Conference of Earthquake Engineering, P835
[7]  
Arias A., 1970, Seismic Design for Nuclear Plants, P438
[8]  
Bengfort B., 2019, J. Open Source Softw, V4, DOI [10.21105/joss, DOI 10.21105/JOSS.01075, 10.21105/joss.01075]
[9]  
Bengfort B., YELLOWBRICK V1 3 202
[10]  
Bolt B.A., 1973, 5 WORLD C EARTHQ ENG, V292, P25