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Analysis of Cable Stayed Bridge under Dynamic Loading Considering different Pylon Types

Author(s):

Avinash Singh , MITS; Pratiksha Malviya, MITS

Keywords:

Staad, Analysis, Cable Stayed, Pylon, Finite Element Analysis, IRC Loading, Deflection, Bending, Forces

Abstract

A bridge is a structure built to span physical obstacles without closing the way underneath such as a body of water, valley, or road, for the purpose of providing passage over the obstacle. There are many different designs that each serve a particular purpose and apply to different situations. In engineering, a bridge is a structure that "consists of two-force members only, where the members are organized so that the assemblage as a whole behaves as a single object". In this Project work, live project of cable stayed bridge i.e. (Raja Bhoj Setu), Bhopal is considered. It is located at V.I.P. road. It has been designed, constructed considering details and hydraulic data as per site. In this study analysis of different types of pylon in cable stayed bridge i.e. H-type, A-type and Y-type is presented to determine the most suitable type and compare it with the executed H-type pylon. It is concluded in this research work that A-type pylon is comparatively more stable, economical and efficient in bearing load whereas H-type is second best and Y-type is worst in comparison.

Other Details

Paper ID: IJSRDV6I100094
Published in: Volume : 6, Issue : 10
Publication Date: 01/01/2019
Page(s): 182-185

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