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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Published in | Case studies in thermal engineering Vol. 53; p. 103897 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier
01.01.2024
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Subjects | |
Online Access | Get full text |
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