Seismic response and vulnerability analysis of simply supported beam aqueduct structure based on machine learning method
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(1.College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;2.School of Civil Engineering and Architecture, Nanjing Institute of Technology, Nanjing 211167, China )

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V672+.3;TU352.1

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    Abstract:

    In order to improve the speed and accuracy of seismic response prediction of aqueduct structure, Jiehe aqueduct was studied, and Midas Civil-2021 was used to construct the finite element model. On the basis of verifying the reliability of the finite element model, the sample data were obtained, and the machine learning model was constructed by using the long short-term memory (LSTM) algorithm and the time series transformation (TSTF) algorithm to predict the nonlinear seismic response of the aqueduct, and the prediction results were optimized by adjusting the time window size and sampling period. The prediction results of the displacement response at the top of the pier show that the average accuracy of the LSTM model and the TSTF model is 76.22% and 88.30%, respectively. Compared with the prediction speed of the finite element model, that of the LSTM model and the TSTF model is improved by 128.54% and 47.90%, respectively. The analysis results of the vulnerability of the aqueduct structure show that the damage exceedance probability of the pier gradually increases with the rise of the water level.

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韦芳芳,林澳庆,赵有正,等.基于机器学习的简支梁式渡槽结构地震响应与易损性分析[J].河海大学学报(自然科学版),2025,53(3):101-108.(WEI Fangfang, LIN Aoqing, ZHAO Youzheng, et al. Seismic response and vulnerability analysis of simply supported beam aqueduct structure based on machine learning method[J]. Journal of Hohai University (Natural Sciences),2025,53(3):101-108.(in Chinese))

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  • Received:March 29,2024
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  • Online: May 26,2025
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