首页|期刊导航|湖南大学学报(自然科学版)|基于生成对抗网络的FRP加固钢筋混凝土剪力墙滞回性能预测方法

基于生成对抗网络的FRP加固钢筋混凝土剪力墙滞回性能预测方法OA

Generative adversarial network method for hysteretic performance prediction of FRP-strengthened reinforced concrete shear walls

中文摘要英文摘要

外贴纤维增强聚合物(FRP)是提高钢筋混凝土剪力墙抗剪性能的有效途径.准确预测其滞回性能与骨架曲线,可有效提升加固结构设计与分析的可靠性.本文提出了一种基于生成对抗网络的FRP加固钢筋混凝土剪力墙滞回性能与骨架曲线的预测方法,通过输入FRP加固钢筋混凝土剪力墙的几何尺寸、材料强度、荷载工况等设计参数信息,即可直接获取剪力墙的滞回曲线与骨架曲线.使用8组不同工况下的剪力墙仿真试验结果训练深度学习网络,以2组结构作为测试集评估模型性能,并将其应用于1组实际工程案例预测,结果表明:使用生成对抗网络捕捉荷载与时间的特征并获取滞回曲线与骨架曲线具有较高准确性,其测试集的拟合优度(R2)为0.989 8、均方根误差(ERMSE)为15.630 kN、平均绝对百分比误差(EMAPE)为48.65%.通过与多种不同深度学习网络的预测结果和相同工况下的试验结果进行对比,验证了该方法的准确性.

Externally bonded fiber reinforced polymer(FRP)sheet is an effective way to improve the shear strength of reinforced concrete shear walls.Accurately predicting the hysteretic performance and skeleton curve can effectively improve the reliability of reinforced structure design and analysis.This paper proposes a prediction method for the hysteretic behavior and skeleton curves of FRP-strengthened reinforced concrete shear walls based on a generative adversarial network.By inputting design parameter information such as geometric dimensions,material strength,and load conditions of FRP-strengthened reinforced concrete shear walls,the hysteretic curves and skeleton curves are directly obtained.Eight sets of finite element simulation results under different working conditions were used to train the deep learning model,and two additional sets were used as the test set to evaluate model performance.The trained model was further applied to predict one set of real engineering case.The results show that it is accurate to use generative adversarial network to capture the characteristics of load and time and obtain hysteretic curves and skeleton curves.On the test set,the coefficient of determination(R2)reached 0.989 8,the root mean square error(ERMSE)was 15.630 kN,and the mean absolute percentage error(EMAPE)was 48.65%.The accuracy of this method was verified by comparing the prediction results of a variety of different deep learning networks and experimental results under the same working conditions.

贺畅;孔庆钊;熊青松;袁程

同济大学 土木工程防灾减灾全国重点实验室,上海 200092||东北大学 灾害科学国际研究所,宫城县仙台 980-8572同济大学 土木工程防灾减灾全国重点实验室,上海 200092同济大学 土木工程防灾减灾全国重点实验室,上海 200092||香港理工大学 土木及环境工程学系,香港 999077广州大学工程抗震研究中心,广东 广州 510006

建筑与水利

纤维增强材料钢筋混凝土剪力墙抗震性能多元时序深度神经网络滞回曲线骨架曲线

fiber reinforced materialsreinforced concrete shear wallseismic performancemultivariate time series deep neural networkhysteresis curvebackbone curve

《湖南大学学报(自然科学版)》 2026 (7)

89-103,15

国家自然科学基金资助项目(52108470),National Natural Science Foundation of China(52108470)国家留学基金项目(202406260146),China Scholarship Council Program(202406260146)

10.16339/j.cnki.hdxbzkb.2026063

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