Abstract :

This Project Report Is All About The Analysis Of The Cable-stayed Bridges For Attaining The Cable Forces, Girder Moments And Shear Forces Of The Girder And The Pylons. The Methods Adopted For Attaining The Cable Forces Is The Strain Energy Principle. This Strain Energy Principle Was Adopted From A Journal Of ASCE And The Same Procedure Is Followed From That Journal. This Journal Was Incorporated With Some Assumptions. The Same Assumptions Were Considered For Making This Report. The Obtained Cable Forces Which Are Done By Strain Energy Principle Are Cross Checked With The STAAD Results. As The Strain Energy Principle Is A Procedure Which Comprises Of A Laborious Iterative Process, A “C” Programming Is Made For This Procedure, Which Performs The Analysis According To Our Requirement Of The No. Of Cables, Girder Span, Pier Portion, Loading Conditions, Tower Dimensions, Stiffness Of All Elements, Position Of Cables. Thus, The Difference Between These Values Of The Cable Forces Obtained From The Strain Energy Method And That Obtained From The STAAD Gave Not Much Difference, The STAAD.PRO Analysis Is Performed For The Model Chosen For Designing. The Model Chosen For Designing Is Performed For Analysis And Later On, Carried Out With Designing Of The Pylon Dimensions, Steel Girder And The Deck Slab Along With The Concrete Pylon.

Published:

04-8-2026

Issue:

Vol. 26 No. 8 (2026)

Page Nos:

470 - 479

Section:

Articles

License:

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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