Structural Analysis of a Three-Deck Flyover for Traffic Decongestion in Urban Corridors with Different Piers

  • Unique Paper ID: 202407
  • Volume: 12
  • Issue: 12
  • PageNo: 6635-6640
  • Abstract:
  • Rapid urbanization and the continuous increase in vehicular traffic have created major congestion problems in urban corridors across metropolitan cities. To address these challenges, multi-level flyovers have become an important solution for improving traffic movement and reducing travel delays in densely populated areas. Among various structural components of flyovers, the pier system plays a significant role in determining the stability, strength, and overall performance of the structure. This review paper presents a detailed study on the structural behavior of three-deck flyovers with different pier configurations such as circular, rectangular, and portal piers. The paper reviews previous research related to multi-level flyovers, pier geometry, and structural analysis carried out using software such as STAAD. Ro under different loading conditions including dead load, live load, wind load, and seismic load. The comparative findings from earlier studies indicate that pier shape directly affects important structural parameters such as bending moment, shear force, axial load, displacement, stiffness, and base reaction. Different pier configurations show varying behavior under lateral and vertical loads, influencing both safety and economy of the flyover structure.

Copyright & License

Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

BibTeX

@article{202407,
        author = {Miss Kanchan Kandalkar and Dr Pramod K Kolase},
        title = {Structural Analysis of a Three-Deck Flyover for Traffic Decongestion in Urban Corridors with Different Piers},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {12},
        pages = {6635-6640},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=202407},
        abstract = {Rapid urbanization and the continuous increase in vehicular traffic have created major congestion problems in urban corridors across metropolitan cities. To address these challenges, multi-level flyovers have become an important solution for improving traffic movement and reducing travel delays in densely populated areas. Among various structural components of flyovers, the pier system plays a significant role in determining the stability, strength, and overall performance of the structure. This review paper presents a detailed study on the structural behavior of three-deck flyovers with different pier configurations such as circular, rectangular, and portal piers. The paper reviews previous research related to multi-level flyovers, pier geometry, and structural analysis carried out using software such as STAAD. Ro under different loading conditions including dead load, live load, wind load, and seismic load. The comparative findings from earlier studies indicate that pier shape directly affects important structural parameters such as bending moment, shear force, axial load, displacement, stiffness, and base reaction. Different pier configurations show varying behavior under lateral and vertical loads, influencing both safety and economy of the flyover structure.},
        keywords = {Three-deck flyover, Pier shape, STAAD. Ro analysis, Structural performance, Urban traffic decongestion.},
        month = {May},
        }

Cite This Article

Kandalkar, M. K., & Kolase, D. P. K. (2026). Structural Analysis of a Three-Deck Flyover for Traffic Decongestion in Urban Corridors with Different Piers. International Journal of Innovative Research in Technology (IJIRT), 12(12), 6635–6640.

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