Journal of Structural Engineering B
Online ISSN : 2436-6285
Print ISSN : 0910-8033
METHOD FOR COMPUTING STATICALLY EQUIVALENT SEISMIC LOADS USING MACHINE LEARNING FOR SINGLE-LAYER CYLINDRICAL RETICULATED SHELLS WITH VARIOUS SUPPORT CONDITIONS
Shizuki SAKAIYuji TAKIUCHIShoji NAKAZAWA
Author information
JOURNAL FREE ACCESS

2025 Volume 71B Pages 174-184

Details
Abstract

This paper presents a method for predicting dominant vibration modes using neural networks to calculate the static seismic loads of single-layer cylindrical reticulated shells with various support conditions. In order to represent the structural features of these shells, such as support conditions and aspect ratios, in neural networks, this study introduces a method of expressing the displacement distribution in a fixed-length three-dimensional array, similar to image data. The three-dimensional array is fed into a neural network with convolutional layers and is used to predict the dominant vibration modes. Machine learning was applied for training, validation, and testing based on the vibration analysis results from 37,293 shells. The results demonstrate that the proposed method can accurately predict the dominant vibration modes.

Content from these authors
© 2025 Architectural Institute of Japan
Previous article Next article
feedback
Top