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Design of Neural Network for Nonlinear Seismic Control

机译:非线性地震控制的神经网络设计

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Contemporary building structure is ordinarily made up of reinforced concrete or steel, and has the nonlinearity or hysteretic property, and it is obvious with strong shock or strong wind. it is necessary to identify the system for anti-seismic control of nonlinear system. The LM algorithm is the synthetically part of the body of Newton algorithm and gradient descent method. The means also may be supposed to modification of Gauss-Newton algorithm, it not only possesses local convergence as Gauss Newton algorithm but also possesses whole characteristic as gradient descent method. For number of practical times and the accurateness, the algorithm obvious is superior to general gradient method or Newton algorithm .It is applicable to the nonlinear system identification. The imitation result makes known that number of learning times of the neural network decrease to a large extent, and much better in accuracy and the stability. And the identifying effect is also ideal.
机译:现代建筑结构通常由钢筋混凝土或钢制成,具有非线性或滞后特性,在强烈冲击或强风作用下很明显。有必要确定用于非线性系统抗震控制的系统。 LM算法是Newton算法和梯度下降方法的综合部分。该方法还可以被认为是对高斯-牛顿算法的修改,它不仅具有像高斯牛顿算法那样的局部收敛性,而且还具有梯度下降法的全部特征。从实用次数和准确性上看,该算法明显优于一般梯度法或牛顿算法,适用于非线性系统辨识。模仿结果表明,神经网络的学习次数大大减少,并且准确性和稳定性要好得多。而且识别效果也很理想。

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