Comparative Analysis of Cable Stayed Bridge and Girder Bridge Considering Seismic Forces and I.R.C. Loading Using SAP2000
DOI:
https://doi.org/10.32628/IJSRCEKeywords:
Structural Analysis, Bridge, Seismic, Vehicular Load, Sap2000Abstract
A bridge is a structure which is built over some physical obstacles such as a body of water, valley, road and railway, its purpose is to provide crossing over that obstacle. Numerous bridges are in exist namely Arch Bridge, Girder Bridge, Suspension bridge, Cable stayed Bridge, etc. Design of bridges varies depending on the function of the bridge, the nature of the terrain where the bridge is constructed and anchored, the funds available to build it. Structural analysis is a process to analyze a structural system to predict its responses and behaviour by using physical laws and mathematical equations.
The main objective of structural analysis is to determine internal forces, stresses and deformation of structure under various load effects.
In the present study, Girder Bridge and Cable stayed bridge are modelled and comparative analysis is carried out for dynamically loading conditions. A comparison is made between the bridges for dead load, live load and combined load.
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