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Architecture & Urban Research Institute

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±â»ç¸í °æ³â¿­È­¸¦ °í·ÁÇÑ Àü´Üº® ±¸Á¶¹°ÀÇ ±â°èÇнÀ ±â¹Ý ÁöÁøÀÀ´ä ¿¹Ãø¸ðµ¨ °³¹ß / Development of Machine Learning Based Seismic Response Prediction Model for Shear Wall Structure considering Aging Deteriorations
ÀúÀÚ¸í ±èÇö¼ö(Kim, Hyun-Su) ; ±èÀ¯°æ(Kim, Yukyung) ; À̼ҿ¬(Lee, So Yeon) ; ÀåÁؼö(Jang, Jun Su)
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¼ö·Ï»çÇ× Çѱ¹°ø°£±¸Á¶ÇÐȸÁö , Vol. 24, No. 2 (Åë±Ç 96È£)(2024-06)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(83) ÃÑÆäÀÌÁö(8)
ISSN 15984095
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ÁÖÁ¦¾î ; Concrete Aging degradation; Machine learning; Seismic response prediction; Shear wall structure
¿ä¾à2 Machine learning is widely applied to various engineering fields. In structural engineering area, machine learning is generally used to predict structural responses of building structures. The aging deterioration of reinforced concrete structure affects its structural behavior. Therefore, the aging deterioration of R.C. structure should be consider to exactly predict seismic responses of the structure. In this study, the machine learning based seismic response prediction model was developed. To this end, four machine learning algorithms were employed and prediction performance of each algorithm was compared. A 3-story coupled shear wall structure was selected as an example structure for numerical simulation. Artificial ground motions were generated based on domestic site characteristics. Elastic modulus, damping ratio and density were changed to considering concrete degradation due to chloride penetration and carbonation, etc. Various intensity measures were used input parameters of the training database. Performance evaluation was performed using metrics like root mean square error, mean square error, mean absolute error, and coefficient of determination. The optimization of hyperparameters was achieved through k-fold cross-validation and grid search techniques. The analysis results show that neural networks and extreme gradient boosting algorithms present good prediction performance.
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DOI http://dx.doi.org/10.9712/KASS.2024.24.2.83