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基于深度学习的框架结构损伤识别研究

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卷积神经网络模型和长短期记忆网络模型是两种应用广泛的深度学习网络模型,为探究两种模型在结构损伤识别应用中的效果,采用两种网络模型对钢框架结构的损伤识别进行研究.以3层框架结构为例,选用削减单元自身动力特性后的模态应变能差作为损伤指标,分别输入到两种神经网络模型中,对梁柱单元的损伤程度识别和损伤位置识别进行分析.结果表明:两种网络模型均能很快掌握结构单元的动力特性,在学习了框架结构的模态特征后,均能够精准地识别出损伤单元的位置,同时能较为准确地预测出单元的损伤程度,验证了两种网络模型在以模态应变能差为指标的损伤识别中具有较好的适用性.对比两种网络模型的表现,发现卷积神经网络具有较高的训练效率和较好的泛化性能.
Research on Damage Identification of Frame Structure Based on Deep Learning
Convolutional neural network model and long-term and short-term memory network model were two widely used deep learning network models.In order to explore the application effect of the two models in structural damage identification,two network models were used to study the damage identification of steel frame structures.Three-story frame structure was taken as an example,the modal strain energy difference after reducing the dynamic characteristics of the unit was selected as the damage index,and inputted into the two neural network models respectively.The damage degree identification and damage location identification of beam-column elements were analyzed.The results show that the two network models can quickly grasp the dynamic characteristics of the structural unit.After learning the modal characteristics of the frame structure,they can accurately identify the location of the damage unit,and can accurately predict the damage degree of the unit.It verified that the two network models have good applicability in the damage identification with modal strain energy difference as the index.By comparing the performance of the two network models,it was found that the convolutional neural network has higher training efficiency and better generalization performance.

damage identificationmodal strain energydeep learningCNNLSTM

李治甫、康帅、尹俊红、王楷诚

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河南大学土木建筑学院,河南开封 475004

损伤识别 模态应变能 深度学习 CNN LSTM

河南省高等学校重点科研项目广东省滨海土木工程耐久性重点实验室开放基金项目

21A560005GDDCE13

2024

河南大学学报(自然科学版)
河南大学

河南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.464
ISSN:1003-4978
年,卷(期):2024.54(1)
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