UGC Approved Journal no 63975(19)

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Published in:

Volume 10 Issue 11
November-2023
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2311277


Registration ID:
528088

Page Number

c557-c566

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Title

DYNAMIC ANALYSIS OF CABLE-STAYED BRIDGES - STAAD PRO

Abstract

Being that it takes a long time to traverse gaps in the ground, bridges are built. Bridges are structures that offer access across a lake, river, valley, road, or other obstacle. Bridges supported by cables have become the most common long-span structural solution in the last 20 years. Strong materials and cutting-edge procedures could be used to build a long-span bridge. Tension wires firmly attached to the tower balance the structure's dead weight (the bridge deck's own weight) and the bridge's carrying capacity. The bridge itself transfers the live weight to the bridge deck. The bridge's tower carries the whole operational weight. Creative efforts have been made to minimize the depth. This is the final span. A computer is needed to solve this kind of structure, with the exception of a very straightforward bridge supported by cable scenarios. It is necessary to use computer programmers to create impact schemes for forces exerted by cables, beam rigidity, bending instances, and scissors, tower, and pier responses. A fairly efficient design should consider the need for programmers to quickly respond to a variety of parametric efforts and loads. The most important issues are probably cable size and layout, as well as the determination of the stiffness section's ideal section.

Key Words

Cable-stayed Bridge, STAAD.Pro, Structure, Cables, Span, Loads, Dead loads.

Cite This Article

"DYNAMIC ANALYSIS OF CABLE-STAYED BRIDGES - STAAD PRO", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 11, page no.c557-c566, November-2023, Available :http://www.jetir.org/papers/JETIR2311277.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"DYNAMIC ANALYSIS OF CABLE-STAYED BRIDGES - STAAD PRO", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 11, page no. ppc557-c566, November-2023, Available at : http://www.jetir.org/papers/JETIR2311277.pdf

Publication Details

Published Paper ID: JETIR2311277
Registration ID: 528088
Published In: Volume 10 | Issue 11 | Year November-2023
DOI (Digital Object Identifier):
Page No: c557-c566
Country: SATHYA SAI, ANDHRA PRADESH, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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