Dynamic Behavior Modeling of Civil Structures Using Wavenets and Neural Networks: A Comparative Study

C. Perez-Ramirez, J. Amezquita-Sanchez, M. Valtierra-Rodríguez, A. Mejia-Barron, A. Dominguez-Gonzalez, R. Osornio-Ríos, R. Romero-Troncoso
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引用次数: 1

Abstract

Civil structures are known for having a non-linear and time-variant behavior, these features make a challenging task the use of linear methods for modeling the dynamical behavior since they only model time-invariant systems. To overcome this limitation, several approaches based on non-parametric methods have been proposed, however, the selection of the best-suited method for a particular case can be a complicated decision-making process. In this paper, a comparison between dynamic neural networks and wave nets for modeling the dynamic response of a five-bay space truss structure is presented, by using the structure response to a chirp signal, the models are created. Then, the root mean squared value (RMSE) is employed for determining the model that best approximates the dynamic behavior. An experimental study is carried out in order to validate the models efficiency and their accuracy.
基于小波和神经网络的土木结构动力行为建模:比较研究
土木结构以其非线性和时变行为而闻名,这些特征使得使用线性方法建模动力行为成为一项具有挑战性的任务,因为它们只能建模时不变系统。为了克服这一限制,已经提出了几种基于非参数方法的方法,然而,针对特定情况选择最适合的方法可能是一个复杂的决策过程。本文将动态神经网络与波浪网进行了比较,利用结构对啁啾信号的响应建立了动态神经网络模型。然后,使用均方根值(RMSE)来确定最接近动态行为的模型。为了验证模型的有效性和准确性,进行了实验研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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