In recent years, several cable-stayed bridges have been constructed with different shapes of pylons such as H-shaped, A-shaped, Diamond shaped, Inverted Y-shaped etc. which results in a great demand to evaluate the effects of different shapes of pylon on cable stayed bridges under the consideration of dynamic load. This paper deals with the modelling of Cable Stayed Bridges with different pylon configuration. The cable stayed bridge is one of the modern bridges which were built for the longer spans. There is a need of study on the effect of shape of pylon on the dynamic response of cable stayed bridge, for this, the bridge span dimension and other parameters are kept constant, and only the pylon shape is varied i.e. A type, H type, inverted Y type, Single pylon, Diamond or Pyramid shapes & Double Diamond or Spread Pylon shapes. The height of the pylon is also change for all the shapes for comparison purpose. The modelling of bridge is prepared on SAP 2000 software.
Details
| Title | Dynamic Analysis of Cable Stayed Bridge for Different Pylon Configuration |
| Pages | 5 |
| Language | English |
| Format | |
| Size | 1 MB |
| Download Method | Direct Download |
| Download Links | BECOME A MEMBER VIEW DOWNLOAD LINKS |
The post Dynamic Analysis of Cable Stayed Bridge for Different Pylon Configuration appeared first on Civil Engineering Community.
from Civil Engineering Community https://ift.tt/2B4wOEf
