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Paper Details

Paper Title
Parametric Study Of Cable Stayed Bridge For Different Pylon Height
Abstract
Over the last few years in India, construction of bridges completed over a river around 15 bridges in which few bridges are constructing as a cable-stayed bridge. Cable stayed bridges are now a days main option for long span bridges. In cable stayed bridge, cable transmits reaction forces of deck to pylon; and pylon transmit load of cable to foundation. There are some criteria for pylon height which is Span/5 to Span/4. For that different pylon height, with the help of STAAD.PRO (V8i)., analysis was done for the long span. By applying dead load ( self weight )& live load ( moving load / vehicle load ) on long span of cable-stayed bridge on the TAPI river( Athwa side: Agricultural university on Surat, Adajan, Near Dr.V.S. Marg on Surat hajira road) and Comparision of the results had been carried out..
KeyWord
Bridges, Cable-stayed Bridge, Cable Suspension, and Connection of cable, long span bridges
Others Details
Paper Id : 26399
Author Name : D.S. Rupareliya
Co-Author Name(s) : Mr. P.A. MovaliyaMr. Y.M MunjparaMr. B.M.SabhadiyaProf. H.L. Kheni
Volume/Issue No : Volume 05 Issue 04
Page No : 79-81
DOI Number : DOI:10.21090/IJAERD.26399
Publication Date : 2018-04-06
License : This work is licensed under a Creative Commons Attribution 4.0 International License.
website : http://www.ijaerd.com/index.php
Impact Factor : 4.72, SJIF-2016
ISSN Details : eISSN: 2348-4470, pISSN:2348-6406