Effects of inclined pylon on Cable-stayed Bridge

Authors

  • Rushabh Mukesh Jain Structural Engineering Department, Sardar Patel College of Engineering
  • Dr. M. M. Murudi Structural Engineering Department, Sardar Patel College of Engineering,

Keywords:

Inclined pylon, cable-stayed bridge, MIDAS CIVIL, structural parameter

Abstract

Cable-stayed Bridge is the most unique structure in bridges developed in recent years. For long span bridges mostly cable stayed bridges and suspension bridges are constructed. These types of bridges give good aesthetic appearance to bridges. In recent years the pylon is also tilted in some of the bridges. In the present project, a comparative study tilting of pylon and its effects on other structural elements of bridges such as cables deck. A vertically erected pylon is modelled and analysed. For comparing with inclined pylon, pylon with 10,20 and 30 is being compare for structural parameters shear and bending. A 350m span is been modelled in MIDAS CIVIL. Most dominating factor i.e the Bending moment and Shear force is been compared for all the models

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Published

2018-07-14

How to Cite

Jain, R. M., & Murudi, . D. M. M. . (2018). Effects of inclined pylon on Cable-stayed Bridge. International Journal of Technical Innovation in Modern Engineering & Science, 4(7), 1458–1461. Retrieved from https://www.ijtimes.com/index.php/ijtimes/article/view/1390

Issue

Vol. 4 No. 7 (2018): Vol. 4 No. 7: Volume 4 Issue 7 (July-2018)

Section

Articles