DYNAMIC ANALYSIS OF CABLE STAYED BRIDGE FOR DIFFERENT PYLON CONFIGURATION
| Author(s) | : | Krunali Mavani, Abhishek Raturi, Maulik Kakadiya |
| Institution | : | Civil Engineering Department, ChhotubhaiGopalbhai Patel Institute of Technology |
| Published In | : | Vol. 4, Issue 11 — November 2017 |
| Page No. | : | 464-468 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
In recent years, several cable-stayed bridges have been constructed with different shapes of pylons such asH-shaped, A-shaped, Diamond shaped, Inverted Y-shaped etc. which results in a great demand to evaluate the effects ofdifferent shapes of pylon on cable stayed bridges under the consideration of dynamic load. This paper deals with themodelling of Cable Stayed Bridges with different pylon configuration. The cable stayed bridge is one of the modernbridges which were built for the longer spans. There is a need of study on the effect of shape of pylon on the dynamicresponse of cable stayed bridge, for this, the bridge span dimension and other parameters are kept constant, and only thepylon shape is varied i.e. A type, H type, inverted Y type, Single pylon, Diamond or Pyramid shapes & Double Diamondor Spread Pylon shapes. The height of the pylon is also change for all the shapes for comparison purpose. The modellingof bridge is prepared on SAP 2000 software.
Krunali Mavani, Abhishek Raturi, Maulik Kakadiya, “DYNAMIC ANALYSIS OF CABLE STAYED BRIDGE FOR DIFFERENT PYLON CONFIGURATION”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 11, pp. 464-468, November 2017.
