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ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
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Paper Title: ANALYSIS OF CABLE STAYED BRIDGE UNDER THE ACTION OF VEHICULAR AND SEISMIC LOADS
Authors Name: PRAVEEN KUMAR M , Dr. M RAME GOWDA , Mr. ARJUN B
Unique Id: IJSDR1710005
Published In: Volume 2 Issue 10, October-2017
Abstract: Cable-stayed bridge is an aesthetic icon in the field of Engineering. These long run bridges support the movement of maximum traffic. The Pylons are the load bearing compression members of the bridge. The cables are the diagonal members that channelize the load from deck towards the pylon . Later this load is transferred to the foundation below the pylons. The shape of the pylons and arrangement of cables is chosen in such a way that they should withstand all the various types of loads. An effort was made to evaluated the displacements of the cable stayed bridge deck and pylon under the action of traffic loads and seismic loads.
Keywords: Response Spectrum, Truck Loads, Fan type cables
Cite Article: "ANALYSIS OF CABLE STAYED BRIDGE UNDER THE ACTION OF VEHICULAR AND SEISMIC LOADS", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.2, Issue 10, page no.17 - 22, October-2017, Available :http://www.ijsdr.org/papers/IJSDR1710005.pdf
Downloads: 000102287
Publication Details: Published Paper ID: IJSDR1710005
Registration ID:170797
Published In: Volume 2 Issue 10, October-2017
DOI (Digital Object Identifier):
Page No: 17 - 22
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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