Effect of Static and Dynamic Moving Load and Wind Load on Cable Stayed Suspension Hybrid Bridge Considering Different Pylon Shapes |
Author(s): |
| Jayesh Kishor Kedar , K. K. Wagh institute of Engg Education and Research Nashik, India; Dr. Pradip D. Jadhao, K. K. Wagh institute of Engg Education and Research Nashik, India |
Keywords: |
| Cable-Stayed-Suspension (CSS) Hybrid Bridge, Class AA Loading, Class a Loading, Wind Load, Pylon Shape, SAP2000 |
Abstract |
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Bridges are one of the most important critical lifeline facilities which should remain functional without much damage after the natural hazard like earthquake, tornado, tsunami and continues dynamic effect of vehicles. Whereas development of infrastructure of nation the requirement of long span bridge is also increased. These long span bridge archive by means of cable stayed bridge and suspension bridge in which the cable-stayed bridge has more flexible and better structural stiffness and suspension bridge has ability to offer longer span. Combination of cable-stayed and suspension systems could achieve a very long span cable-stayed suspension hybrid bridge. The nonlinear static and dynamic moving load and wind load analysis of bridge for different pylon shape is carried out in SAP2000 v14 software. |
Other Details |
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Paper ID: IJSRDV6I30287 Published in: Volume : 6, Issue : 3 Publication Date: 01/06/2018 Page(s): 508-511 |
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