Structural Analysis of Akkar Cable stayed bridge by Unknown load factor method
Titiksha Goyal, M.K Laghate, Nikunj Binnani
Cable Stayed Bridge, Computer Based Optimization, Pretension, Unit Load Method, Unknown Load Factor.
With the advent of computer-based optimization techniques, cable stayed bridges are becoming a more and more relevant solution for long spans. Not only this but because of them being a suspended structure they can be easily installed in places where provision of multiple foundations or piers is rather difficult. This study has worked to find pre tensioning forces of the cables of Akkar Bridge in Sikkim. Computer based optimization is used to create an ideal moment diagram under dead load (self- weight) by Unknown load factor using MIDASCivil.
Article Details
Unique Paper ID: 158554

Publication Volume & Issue: Volume 9, Issue 10

Page(s): 38 - 40
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