Feasibility Study on the Design of the Superstructure of Yuyang Bridge Based on Midas Civil

Authors

  • Zhanshuo Zhang

DOI:

https://doi.org/10.54097/x7krv027

Keywords:

Midas Civil; Cantilever Casting; Prestressed; Box Girder.

Abstract

This study primarily utilizes the Midas Civil bridge modeling and analysis software. Initially, the bridge dimensions are designed based on the project overview and relevant specifications. The software is then used to model and analyze the overall bridge structure, applying boundary conditions and various loads, followed by load combinations. The number of prestressed steel bars is estimated based on the internal forces of the bridge model. The CDN software is employed to perform PSC (Prestressed Concrete) checks on the bridge structure. The software's various check results comply with the specifications for the bridge structure's strength, stiffness, and stability requirements.

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References

[1] Chang Hailiang Construction monitoring and control of long span beam arch composite bridge on xi'an-baoji passenger dedicated line [d]. Lanzhou Jiaotong University, 2016

[2] Zhangyaokui Research on construction control and key technology of long-span through continuous beam arch bridge for high-speed railway [d]. Lanzhou Jiaotong University, two thousand and twenty-one

[3] Li Peng Load test analysis of the deck beam arch composite steel structure bridge Tian'an bridge [j]. Fujian construction technology, 2015 (06): 76-79

[4] Xu Sanping Research on construction methods of special bridges on Beijing Shanghai high speed railway [j]. railway standard design, 2013 (06): 68-72

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Published

26-03-2025

Issue

Section

Articles