Research on Force Comparison of a Heterotypic Stay Cable Arch Bridge Based on Single-Beam and Beam-Grid Models

DOI

10.2991/978-94-6463-728-1_36How to use a DOI?

Keywords

Heterotypic Stay Cable; Construction Scheme; Simulation Analysis; Asymmetric Support

Abstract

This article uses a four-span continuous spatially slanting heterotypic stay cable arch bridge as the background, and establishes finite element models of the main girder using both a single-beam model and a beam-grid model. The calculation results of the two models show that there are certain differences in the deformation and stress of the main girder and arch ribs, but these differences are not significant. Similar projects can refer to the analytical results described in this paper and, considering the actual conditions of bridge engineering, choose and establish appropriate models.

Copyright

© 2025 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Yufeng Xu
AU  - Qilong Wang
AU  - Sixin Fu
AU  - Zihui Li
AU  - Fentao Guo
PY  - 2025
DA  - 2025/05/19
TI  - Research on Force Comparison of a Heterotypic Stay Cable Arch Bridge Based on Single-Beam and Beam-Grid Models
BT  - Proceedings of the 3rd International Conference on Green Building, Civil Engineering and Smart City (GBCESC 2024)
PB  - Atlantis Press
SP  - 369
EP  - 375
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-728-1_36
DO  - 10.2991/978-94-6463-728-1_36
ID  - Xu2025
ER  -