Classification method for failure modes of RC columns based on key characteristic parameters
Bo Yu,Zecheng Yu,Qiming Li,Bing Li
Abstract
An efficient and accurate classification method for failure modes of reinforced concrete (RC) columns was proposed based on key characteristic parameters. The weight coefficients of seven characteristic parameters for failure modes of RC columns were determined first based on the support vector machine-recursive feature elimination. Then key characteristic parameters for classifying flexure, flexure-shear and shear failure modes of RC columns were selected respectively. Subsequently, a support vector machine with key characteristic parameters (SVM-K) was proposed to classify three types of failure modes of RC columns. The optimal parameters of SVM-K were determined by using the ten-fold cross-validation and the grid-search algorithm based on 270 sets of available experimental data. Results indicate that the proposed SVM-K has high overall accuracy, recall and precision (e.g., accuracy>95%, recall>90%, precision>90%), which means that the proposed SVM-K has superior performance for classification of failure modes of RC columns. Based on the selected key characteristic parameters for different types of failure modes of RC columns, the accuracy of SVM-K is improved and the decision function of SVM-K is simplified by reducing the dimensions and number of support vectors.
Bo Yu: School of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China; Key Laboratory of Engineering Disaster Prevention and Structural Safety of China Ministry of Education, China; Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Nanning 530004, China
Zecheng Yu: School of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China
Qiming Li: Power China Central China Electric Power Engineering Co, Ltd., Zhengzhou 450007, China
Bing Li: School of Civil and Environmental Engineering, Nanyang Technological University, 639798, Singapore
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