Manuscript Number : IJSRCE204416
Analysis of A Cable Stayed Bridge Considering Different Pylons Arrangements
Authors(2) :-Amit Kumar, Kapil Soni
A bridge is a structure, which connects two ends of obstacles such as river, valley, other road and railway lines for the purpose of providing small routes as possible for safe journey. There are many different designs that each serve a particular purpose and apply to different situations. A cable stay bridge consist of cable, deck, pylon and foundation. Literature survey revealed that comparative study of different type of pylon for cable Stay Bridge. In this Project work, live project of cable stay bridge i.e. (Raja Bhoj Setu), Bhopal is considered. It is located at V.I.P. road. It has been designed, constructed considering details and hydraulic data as per site. In this study analysis of different types of pylon in cable stay bridge i.e. H-type, A-type and Y-type is presented to determine the most suitable type and compare it with the executed H-type pylon. It is concluded through this study that A-type pylon is comparatively more stable, economical and efficient in bearing load whereas H-type is second best and Y-type is third in comparison. On the basis of various parameters considered.
Amit Kumar
P. G. Scholar, Department of Civil Engineering, RNTU, Bhopal, Madhya Pradesh, India
Kapil Soni
Assistant Professor & H.O.D, Department of Civil Engineering, RNTU, Bhopal, Madhya Pradesh, India
Staad, Analysis, Cable stay, Pylon, Finite element analysis, IRC loading, Deflection, Bending, Forces.
- Alvarez J.J and Aparicio A. C: “Seismic Response of Cable-Stay Bridges for Different Layout Conditions: A Comparative Analysis” 15 WCEW, LISBOA,2012.
- A. Baldomir, S. Henandez, F. Nieto, and A Jurado.Cable Optimization of a Long Span Cable-Stayed Bridge in La Coura (Spain). Journal of Advances in Engineering Software, 41:931–938, 2010.
- Bridge rules (Railway Board). Rules specifying the loads for design of super structure and substructure of bridges and for assessment of the strength of existing bridges. Research Designs And Standards Organization Lucknow – 226011, Adopted –1941
- Carlos Miguel Cabeçadas Calado. Structural Design of Cable-Stayed Bridges, Instituto Superior Técnico - Universidade Técnica de Lisboa. 2011, 1-9.
- Coenraad Esveld, Modern Railway Track, Mrt - Productions, 1989.
- D. Jajnic, M. Pircher, and H Pircher. Optimization of Cable Tensioning in Cable- Stayed Bridges. Journal of Bridge Engineering, 8:131–137,2003
- David N. Bilow, P.E., S.E. and Gene M. Randich, P.E., Slab Track For The Next 100 Years, Portland Cement Association, Skokie, IL.
- Desai A K, Savaliya G. M, Vasanwala S.A: “static and dynamic analysis of cable-stay suspension hybrid bridge & validation, Vol. 6, Issue 11, 2015.
- D. Johnson Victor, “Essentials of Bridge Engineering”, Fifth Edition. Oxford & IBH Publication Co. Pvt. Ltd Delhi 2001
- EN 1991-2 Euro code for traffic loads on bridges, the european standard en 1991-2:2003
- Indian railway standards-Steel Bridge Code indian railway standard code of practice for the design of steel or wrought iron bridges carrying rail,road or pedestrian traffic. Adopted –1941, Incorporating a & c slip no. 17, year : 2003
- IRC: 6-2014 Section –II (Loads And Stesses) standard specifications and code of practice for road bridge.
Publication Details
Published in : Volume 4 | Issue 4 | July-August 2020
Date of Publication : 2020-08-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 97-104
Manuscript Number : IJSRCE204416
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE204416
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