基于深度学习的震损结构二次抗震性能智能预测方法研究

RESEARCH ON INTELLIGENT PREDICTION METHODS FOR SECONDARY SEISMIC RESISTANCE PERFORMANCE OF DAMAGED STRUCTURES BASED ON DEEP LEARNING

  • 摘要: 地震灾害会对建筑结构的抗震性能造成严重影响,震后对建筑结构抗震性能进行评估是减少地震灾害引发损失的关键环节。该文为实现震后损伤结构二次抗震性能的准确、高效预测,提出了一种基于深度学习模型的复合特征智能预测方法。基于三维精细纤维梁模型对一个十层钢-混凝土组合框架结构开展了大规模两阶段时程分析,构建了包含震损状态与二次地震输入的复合特征数据集;基于多层感知机和长短时记忆神经网络建立了复合特征深度学习代理模型,能够根据初次地震中结构可监测指标数据及地震波序列实现结构二次震后响应指标的准确预测。对比试验表明:相较于支持向量机、XGBoost等主流机器学习算法,该文方法平均准确率提升24.8%以上,R2达0.91以上,性能优异,可作为后续工程应用中多结构震后性能评估的核心智能模型。

     

    Abstract: Seismic disasters can severely impact the aseismic performance of building structures; assessing the aseismic performance of structures post-earthquake is a crucial step in mitigating losses caused by seismic events. This study proposes a composite feature intelligent prediction method based on a deep learning model to accurately and efficiently predict the secondary aseismic performance of post-earthquake damaged structures. A large-scale two-stage time-history analysis was conducted on a ten-storey steel-concrete composite frame structure based on a three-dimensional refined fiber beam model, constructing a composite feature dataset that includes the state of seismic damage and secondary seismic input. A composite feature deep learning surrogate model was established based on multi-layer perceptrons and long short-term memory neural networks, capable of accurately predicting structural secondary post-earthquake response indicators according to the data of structural monitorable indices and seismic wave sequences during the first earthquake. Comparative experiments indicate that the method proposed improves the average accuracy by over 24.8%, compared to mainstream machine learning algorithms such as Support Vector Machines and XGBoost (eXtreme Gradient Boosting), with an R2 value reaching above 0.91. The excellent performance of this method makes it a core intelligent model for the evaluation of the aseismic performance of multiple structures in subsequent engineering applications.

     

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