The Application of the Novel Kolmogorov–Arnold Networks for Predicting the Fundamental Period of RC Infilled Frame Structures

IF 3.4 Q1 ENGINEERING, MECHANICAL
Shan Lin, Kaiyang Zhao, Hongwei Guo, Quanke Hu, Xitailang Cao, Hong Zheng
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Abstract

The fundamental period is a crucial parameter in structural dynamics that informs the design, assessment, and monitoring of structures to ensure the safety and stability of buildings during earthquakes. Numerous machine-learning and deep-learning approaches have been proposed to predict the fundamental period of infill-reinforced concrete frame structures. However, challenges remain, including insufficient prediction accuracy and excessive computational resource demands. This study aims to provide a new paradigm for accurately and efficiently predicting fundamental periods, namely, Kolmogorov–Arnold networks (KANs) and their variants, especially radial basis function KANs (RBF-KANs). KANs are formulated based on the Kolmogorov–Arnold representation theorem, positioning them as a promising alternative to multilayer perceptron. In this research, we compare the performance of KANs against fully connected neural networks (FCNNs) in the context of fundamental period prediction. The mutual information method was employed for the analysis of dependencies between features in the FP4026 data set. Nine predictive models, including KANs, F-KANs, FCNN-2, FCNN-11, CatBoost, Support Vector Machine, and others, were constructed and compared, with hyperparameters determined by Optuna, which will highlight the optimal model amongst the F-KANs models. Numerical results manifest that the highest performance is yielded by the KANs with R2 = 0.9948, which offers an explicit form of the formula. Lastly, we further dive into the explainability and interpretability of the KANs, revealing that the number of stories and the opening percentage features have a significant effect on the fundamental period prediction results.

Abstract Image

新型Kolmogorov-Arnold网络在RC填充框架结构基本周期预测中的应用
基本周期是结构动力学中的一个关键参数,它为结构的设计、评估和监测提供信息,以确保建筑物在地震期间的安全和稳定。已经提出了许多机器学习和深度学习方法来预测填充钢筋混凝土框架结构的基本周期。然而,挑战仍然存在,包括预测精度不足和过度的计算资源需求。本研究旨在为准确有效地预测基本周期提供一种新的范式,即Kolmogorov-Arnold网络(KANs)及其变体,特别是径向基函数KANs (RBF-KANs)。KANs是基于Kolmogorov-Arnold表示定理制定的,将它们定位为多层感知器的有前途的替代方案。在本研究中,我们在基本周期预测的背景下比较了KANs与全连接神经网络(fcnn)的性能。采用互信息法分析FP4026数据集中特征间的依赖关系。构建了包括KANs, F-KANs, FCNN-2, FCNN-11, CatBoost,支持向量机等9个预测模型,并与Optuna确定的超参数进行了比较,以突出F-KANs模型中的最优模型。数值结果表明,R2 = 0.9948的KANs产生了最高的性能,它提供了公式的显式形式。最后,我们进一步探讨了kan的可解释性和可解释性,发现故事数和开放百分比特征对基本周期预测结果有显著影响。
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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