基于多层神经网络的钢筋混凝土内梁柱节点抗剪强度预测——基于数字三维有限元模拟的数据采集

Christ John L. Marcos, D. Silva
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引用次数: 4

摘要

结构工程文献中有争议的课题之一是对现有不合格的钢筋混凝土内梁柱节点进行改造。然而,这些改造方法给关节带来了不寻常的形状,导致其强度的不可预测性。开发了机器学习应用程序来预测异常接头的抗剪强度,进一步利用有限元分析生成三维样本作为训练数据集。本文详细介绍了这两个学科的方法和讨论。强大的数字技术和计算机系统通过不同的训练神经网络模型来呈现性能和回归分析,显示出优势。利用连接权算法进行敏感性分析,确定相对重要因子。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shear Strength Prediction of Unusual Interior Reinforced Concrete Beam-Column Joint Using Multi-Layer Neural Network: a Data Collection by Digital 3D Finite Element Simulation
One of the controversial topics in the literature on structural engineering is retrofitting existing substandard interior reinforced concrete beam-column joints. However, these retrofitting methods gave an unusual shape to the joints, causing the unpredictability of their strength. A machine learning application was developed to predict the shear strength of unusual joint, farther finite element analysis was utilized to generate 3D samples as a training dataset. The paper presented detailed methodologies and discussions of the two disciplines. Powerful digital technologies and computer systems shown dominance by presenting the performance and regression analysis through different trained neural network models. Sensitivity analysis was conducted utilizing connection weights algorithm to determine the relative importance factor.
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