M. Vinayagamoorthy1, G. Mohan Ganesh This email address is being protected from spambots. You need JavaScript enabled to view it.1 and A. S. Santhi1

1School of Civil and Chemical Engineering, VIT, Vellore, India


 

Received: August 14, 2019
Accepted: May 17, 2019
Publication Date: September 1, 2019

Download Citation: ||https://doi.org/10.6180/jase.201909_22(3).0003  

ABSTRACT


This paper presents the structural behavior and robustness of extra dosed bridge and compares with cable stayed bridge using finite element analysis software-Midas civil. The various influencing parameters of the deck such as displacement, axial force, shear force, bending moment, bending stress and stay cable forces of cable stayed bridge and extra dosed bridge were compared.


Keywords: Extra Dosed Bridge, Cable Stayed Bridge, Finite Element Analysis, Bending Stiffness, Pier Stiffness


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