PARAMETRIC STUDY OF CABLE STAYED BRIDGE FOR DIFFERENT PYLON HEIGHT

Authors

  • Mr.D.S.Ruparela U.G. StudentCivil Engg
  • Mr. P.A.Movaliya U.G. StudentCivil Engg ,M. Tech.(Structural Engineering) Civil Engg. Department,S.S.A.S.I.T, Surat
  • Mr. Y.MMunjpara U.G. StudentCivil Engg. M. Tech.(Structural Engineering) Civil Engg. Department,S.S.A.S.I.T, Surat.
  • Mr. B.M. Sabhadiya M. Tech.(Structural Engineering) Civil Engg. Department,S.S.A.S.I.T, Surat.
  • Prof. H.L. Kheni -

Keywords:

Bridges, Cable-stayed Bridge, Cable Suspension, and Connection of cable, long span bridges

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..

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Published

2018-04-25

How to Cite

Mr.D.S.Ruparela, Mr. P.A.Movaliya, Mr. Y.MMunjpara, Mr. B.M. Sabhadiya, & Prof. H.L. Kheni. (2018). PARAMETRIC STUDY OF CABLE STAYED BRIDGE FOR DIFFERENT PYLON HEIGHT . International Journal of Advance Engineering and Research Development (IJAERD), 5(3), 79–81. Retrieved from https://www.ijaerd.org/index.php/IJAERD/article/view/3018

Issue

Vol. 5 No. 3 (2018): Volume 5 Issue 3 March 2018

Section

Articles