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
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作者单位:

(1.河海大学土木与交通学院,江苏 南京210098;2.南京工程学院建筑工程学院,江苏 南京211167 )

作者简介:

韦芳芳(1978—),女,副教授,博士,主要从事钢-混凝土组合结构研究。E-mail:ffwei@hhu.edu.cn

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中图分类号:

V672+.3;TU352.1

基金项目:

国家自然科学基金青年科学基金项目(51608168)


Seismic response and vulnerability analysis of simply supported beam aqueduct structure based on machine learning method
Author:
Affiliation:

(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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    摘要:

    为提高渡槽结构地震响应预测的速度和精度,以界河渡槽为研究对象,采用Midas Civil-2021构建有限元模型,在验证有限元模型可靠性的基础上,基于该模型获取样本数据,利用长短期记忆(LSTM)算法和时序转换(TSTF)算法构建机器学习模型来预测渡槽非线性地震响应,并通过调整时间窗口大小和采样周期使预测结果达到最佳。对槽墩顶点位移响应的预测结果表明,LSTM模型和TSTF模型平均准确率分别为76.22%和88.30%;与有限元模型的预测速度相比,LSTM模型和TSTF模型分别提升了128.54%和47.90%。对渡槽结构易损性分析结果表明,槽墩的损伤超越概率随着水位上升而逐渐增大。

    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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  • 收稿日期:2024-03-29
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  • 在线发布日期: 2025-05-26
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