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 inCase studies in thermal engineering Vol. 53; p. 103897
Main Authors Huang, Minshui, Zhang, Jianwei, Hu, Junliang, Ye, Zhongtao, Deng, Zhihang, Wan, Neng
Format Journal Article
LanguageEnglish
Published Elsevier 01.01.2024
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