Construction of an Artificial Neural Network-Based Method to Detect Structural Damage

Francisco Casanova-del-Angel, Daniel Hernández-Galicia, Xochicale-Rojas Hugo Alberto
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Abstract

This chapter shows the framework used to obtain data with which the artificial neural network (ANN) was developed. It describes its geometry, properties of the material, sections of structural elements, and loads used. Then, the numerical model of the framework under study is developed in structural analysis using SAP2000 ® software in order to obtain its modal parameters. In addition, a program made in MATLAB ® is shown, from which data with and without damage to the framework under study were obtained, and with which the ANN was developed. Data from the numerical model were used to corroborate data obtained with MATLAB ® . The neural model used in this work to detect structural damage is described. Data on damage were obtained simulating a plastic hinge in various elements of a test framework, varying the position of the hinge. The above resulted in obtaining various damage conditions for the same framework, which data thus obtained were used to develop the network. Damage conditions were hierarchized based on their fundamental periods in order to know where is more damage, depending on location of the hinge within the framework. Upon completion of the research, we have concluded that the methodology implemented to detect structural damage is rather simple. It was carried out in four steps.
基于人工神经网络的结构损伤检测方法的构建
本章展示了用于获取开发人工神经网络(ANN)的数据的框架。它描述了它的几何形状,材料的性质,结构元件的部分,以及使用的载荷。然后,利用SAP2000®软件建立所研究框架的数值模型,进行结构分析,得到其模态参数。此外,给出了用MATLAB®编写的程序,从中获得了所研究的框架有损坏和没有损坏的数据,并据此开发了人工神经网络。用数值模型得到的数据与MATLAB®得到的数据进行了验证。描述了在这项工作中用于检测结构损伤的神经模型。在试验框架的不同单元中,通过改变铰链的位置,模拟了塑性铰链的损伤数据。由此得出同一框架的不同损伤情况,并利用得到的数据进行网络的开发。根据其基本周期对损伤条件进行分层,以便根据铰链在框架内的位置了解哪里的损伤更大。在完成研究后,我们得出的结论是,用于检测结构损伤的方法相当简单。它分四个步骤进行。
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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