Dynamic response analysis of cable-stayed bridge structure under moving load based on finite element method

Zihan Rong

doi:10.1117/12.3023961

14 February 2024 Dynamic response analysis of cable-stayed bridge structure under moving load based on finite element method

Zihan Rong

Author Affiliations +

Proceedings Volume 13018, International Conference on Smart Transportation and City Engineering (STCE 2023); 130182K (2024) https://doi.org/10.1117/12.3023961
Event: International Conference on Smart Transportation and City Engineering (STCE 2023), 2023, Chongqing, China

Abstract

The characteristics and laws of the response of the vehicle to the cable structure of the cable-stayed bridge under different driving conditions are widely concerned by the engineering community. In this paper, the finite element model of cable-stayed bridge is established by using the nonlinear finite element software Abaqus, and the stress variation characteristics and laws of cable are simulated when the vehicle driving conditions on the bridge are different, so as to provide the basis for the design improvement of cable under moving load.

(2024) Published by SPIE. Downloading of the abstract is permitted for personal use only.

Citation Download Citation

Zihan Rong "Dynamic response analysis of cable-stayed bridge structure under moving load based on finite element method", Proc. SPIE 13018, International Conference on Smart Transportation and City Engineering (STCE 2023), 130182K (14 February 2024); https://doi.org/10.1117/12.3023961

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