A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Research on Construction Scheme for a Four-Span Continuous Slanting Heterotypic Stay Cable Arch Bridge
https://orcid.org/http://orcid.org/0000-0003-0138-693X
https://orcid.org/http://orcid.org/0009-0004-6959-000X
https://orcid.org/http://orcid.org/0009-0002-8737-3872
The complex shape of heterotypic stay cable arch bridge have led to challenges in structural analysis and construction. This paper, based on the Echeng Bridge project in Huizhou City, introduces a bridge construction scheme. Finite element software is used to simulate the construction process. The analysis results indicate that the stress, deformation, and cable forces in the bridge during the construction process meet the requirements specified by materials and regulations. The proposed bridge construction scheme is considered feasible, and the simulation analysis results can serve as theoretical reference values for bridge construction monitoring. The findings provide valuable insights and guidance for future similar bridge construction projects.
Research on Construction Scheme for a Four-Span Continuous Slanting Heterotypic Stay Cable Arch Bridge
https://orcid.org/http://orcid.org/0000-0003-0138-693X
https://orcid.org/http://orcid.org/0009-0004-6959-000X
https://orcid.org/http://orcid.org/0009-0002-8737-3872
The complex shape of heterotypic stay cable arch bridge have led to challenges in structural analysis and construction. This paper, based on the Echeng Bridge project in Huizhou City, introduces a bridge construction scheme. Finite element software is used to simulate the construction process. The analysis results indicate that the stress, deformation, and cable forces in the bridge during the construction process meet the requirements specified by materials and regulations. The proposed bridge construction scheme is considered feasible, and the simulation analysis results can serve as theoretical reference values for bridge construction monitoring. The findings provide valuable insights and guidance for future similar bridge construction projects.
Research on Construction Scheme for a Four-Span Continuous Slanting Heterotypic Stay Cable Arch Bridge
https://orcid.org/http://orcid.org/0000-0003-0138-693X
https://orcid.org/http://orcid.org/0009-0004-6959-000X
https://orcid.org/http://orcid.org/0009-0002-8737-3872
The complex shape of heterotypic stay cable arch bridge have led to challenges in structural analysis and construction. This paper, based on the Echeng Bridge project in Huizhou City, introduces a bridge construction scheme. Finite element software is used to simulate the construction process. The analysis results indicate that the stress, deformation, and cable forces in the bridge during the construction process meet the requirements specified by materials and regulations. The proposed bridge construction scheme is considered feasible, and the simulation analysis results can serve as theoretical reference values for bridge construction monitoring. The findings provide valuable insights and guidance for future similar bridge construction projects.
Research on Construction Scheme for a Four-Span Continuous Slanting Heterotypic Stay Cable Arch Bridge
Lecture Notes in Civil Engineering
Guo, Wei (editor) / Qian, Kai (editor) / Tang, Honggang (editor) / Gong, Lei (editor) / Xu, Yufeng (author) / Li, Zihui (author) / Zhang, Zhantao (author)
International Conference on Green Building, Civil Engineering and Smart City ; 2023 ; Guiyang, China
2024-02-02
10 pages
Article/Chapter (Book)
Electronic Resource
English
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