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Published in:

Volume 6 Issue 5
May-2019
eISSN: 2349-5162

Unique Identifier

JETIRCQ06058

Page Number

316-321

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Title

DYNAMIC ANALYSIS OF CABLE STAYED BRIDGE UNDER MOVING LOAD FOR DIFFERENT PYLON CONFIGURATION

ISSN

2349-5162

Cite This Article

"DYNAMIC ANALYSIS OF CABLE STAYED BRIDGE UNDER MOVING LOAD FOR DIFFERENT PYLON CONFIGURATION", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.316-321, May - 2019, Available :http://www.jetir.org/papers/JETIRCQ06058.pdf

Abstract

Structural engineering has achieved a lot in the field of Bridge designing as it is most obvious in the world’s largest bridge spans, tallest structure etc. There are several types of bridges like Beam bridge, Arch bridge, Cantilever bridge and suspension bridge but In the recent years cable stayed bridges have received more attention than any other bridge mainly in the united-States, Japan and Europe as well as in East Asia countries due to their ability to cover large span Cable-stayed bridges have almost crossed 1100m (Russky Bridge, Russia). In India few of the cable Stayed bridges are constructed in which Bridges like Bandra-Worli sea link, Vidhyasagar Setu Bridge, Bharuch Cable Stayed Bridge and recently in surat one cable stayed bridge is constructed (2018) are the finest example of application of cable stayed bridge in India. In this study A cable stayed bridge will be modeled with proper technique from the guidance of different tutorial survey of Bridge design that is provided by software. A static moving load analysis is carried out and various response quantities like Bending moment, Shear force, Displacement, Torsion and axial force are represented. Then for carrying out parametric study of different shape of pylon and the different central span of the bridge, different models have been prepared in MIDAS civil. The Shape here taken for study are H shape and A shape pylon. The span taken for study varied from 480m, 950m, 1412m. All the length of the bridges are taken as per the length of the famous bridges in Gujarat like Elise bridge (Ahmedabad 480m), Nehru bridge (Ahmedabad 950m), and golden bridge (bharuch 1412m). Live load has been taken according to different Class of vehicle loadings were undertaken. The result of study is represented in graphical form for the various response quantities.

Key Words

Cable stayed bridge, Moving load analysis, Dynamic analysis, different shapes of pylon, MIDAS civil software.

Cite This Article

"DYNAMIC ANALYSIS OF CABLE STAYED BRIDGE UNDER MOVING LOAD FOR DIFFERENT PYLON CONFIGURATION", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp316-321, May - 2019, Available at : http://www.jetir.org/papers/JETIRCQ06058.pdf

Publication Details

Published Paper ID: JETIRCQ06058
Registration ID: 217237
Published In: Volume 6 | Issue 5 | Year May-2019
DOI (Digital Object Identifier):
Page No: 316-321
ISSN Number: 2349-5162

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Cite This Article

"DYNAMIC ANALYSIS OF CABLE STAYED BRIDGE UNDER MOVING LOAD FOR DIFFERENT PYLON CONFIGURATION", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp316-321, May - 2019, Available at : http://www.jetir.org/papers/JETIRCQ06058.pdf




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