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Shear bearing capacity forecast of reinforced concrete frame abnormal node based on the BP neural network theory

机译:基于BP神经网络理论的钢筋混凝土框异常节点剪切承载力预测

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In order to forecast shear bearing capacity of reinforced concrete frame abnormal node on the basis of analyzing feedforward neural network theory, the complex nonlinear relationship, which is between shear bearing capacity of reinforced concrete frame abnormal node under the low cyclic loading and each major influence factor, is simulated by BP neural network, and the neural network prediction model is built. The comparison with the result of experiment has brought satisfying result. The method of shear bearing capacity forecast of reinforced concrete frame abnormal node based on the BP neural network theory is proved feasible and applicable.
机译:为了预测钢筋混凝土框架异常节点的剪切承载力,基于分析馈电神经网络理论,复杂的非线性关系,循环加载下钢筋混凝土框异常节点剪切承载力与每个主要影响因子的剪切承载力,由BP神经网络模拟,构建神经网络预测模型。与实验结果的比较带来了令人满意的结果。证明了基于BP神经网络理论的钢筋混凝土框架异常节点剪切承载力预测的方法,可行且适用。

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