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Modeling Confinement Efficiency of FRP-Confined Concrete Column Using Radial Basis Function Neural Network

机译:基于径向基函数神经网络的FRP约束混凝土柱约束效率建模

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The establishment of confined concrete strength is an important issue in fiber reinforced polymer (FRP)-confined concrete column. This paper explores the use of Radial Basis Function Neural Network(RBFNN) in predicting the confinedment efficiency of FRP-confined concrete. Based on 362 experimental datas, the RBFNN model with highly non-linear reflection relationship was found and tested by the experimental data. A comparison study between the RBFNN model and four well-known models is carried out, it was found that the RBFNN model could reasonably capture the underlying behavior of FRP-confined concrete and provide better results than other models. The sensitivity analysis of the influential factor is also discussed, it shows that RBFNN-based modeling is a practical method for predicting the confinement efficiency of FRP-confined concrete.
机译:约束混凝土强度的建立是纤维增强聚合物(FRP)约束混凝土柱的重要问题。本文探索了使用径向基函数神经网络(RBFNN)预测FRP约束混凝土的约束效率。基于362个实验数据,建立了具有高度非线性反射关系的RBFNN模型,并通过实验数据进行了测试。通过对RBFNN模型与四个著名模型进行比较研究,发现RBFNN模型可以合理地捕获FRP约束混凝土的基础行为,并提供比其他模型更好的结果。对影响因素的敏感性分析进行了讨论,表明基于RBFNN的建模是预测FRP约束混凝土约束效率的实用方法。

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