Manuscript Number : IJSRCE226212
Comparative Analysis of Cable Stayed Bridge and Girder Bridge Considering Seismic Forces and I.R.C. Loading Using SAP2000
Authors(3) :-Sourabh Verma, Pradeep Kumar Nirmal, Lokesh Singh
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.
Sourabh Verma
P.G. Scholar, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhilai, Chattisgarh, India
Pradeep Kumar Nirmal
Associate Professor,Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhilai, Chattisgarh, India
Lokesh Singh
Assistant Professor, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhilai, Chattisgarh, India
Structural Analysis, Bridge, seismic, vehicular load, sap2000
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Publication Details
Published in : Volume 6 | Issue 2 | March-April 2022
Date of Publication : 2022-03-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 138-144
Manuscript Number : IJSRCE226212
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE226212
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