Nonlinear modeling of temperature-induced bearing displacement of long-span single-pier rigid frame bridge based on DCNN-LSTM

Long-span single-pier rigid frame bridge may experience excessive bearing displacement under temperature variation, which can result in structural deformation or instability, causing significant engineering accidents and immeasurable losses on society. This paper proposes a spatial-temporal nonlinea...

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Bibliographic Details

Published in:	Case Studies in Thermal Engineering
Main Authors:	Minshui Huang, Jianwei Zhang, Junliang Hu, Zhongtao Ye, Zhihang Deng, Neng Wan
Format:	Article
Language:	English
Published:	Elsevier 2024-01-01
Subjects:	Temperature-induced bearing displacement Long short-term memory neural network Deep convolutional neural network Autoregression Long-span single-pier rigid frame bridge Structural health monitoring
Online Access:	http://www.sciencedirect.com/science/article/pii/S2214157X23012030