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

Author:

Huang MinshuiORCID,Zhang Jianwei,Hu Junliang,Ye Zhongtao,Deng Zhihang,Wan Neng

Publisher

Elsevier BV

Subject

Fluid Flow and Transfer Processes,Engineering (miscellaneous)

Reference46 articles.

1. Segmental bridges in chongqing, China;Tang;J. Bridge Eng.,2015

2. Two-stage damage identification for bridge bearings based on sailfish optimization and element relative modal strain energy;Huang;Struct. Eng. Mech.,2023

3. A novel two-stage structural damage identification method based on superposition of modal flexibility curvature and whale optimization algorithm;Huang;Int. J. Struct. Stabil. Dynam.,2021

4. Strain-temperature correlation analysis of a tied arch bridge using monitoring data;Duan,2011

5. Structural health monitoring research under varying temperature condition: a review;Han;J. Civ. Struct. Health.,2021

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