Paper Title
NON LINEAR ANALYSIS OF CABLE STRAYED BRIDGE USING STAAD-PRO
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Registration ID: IJNRD_307134
Published ID: IJNRD2505403
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RESPONSES OF FRAME STRUCTURE BY USING SEMIRIGID JOINT
Abstract
The interesting point of this investigation is to use STAAD-Pro to watch how a cable-stayed bridge moves in ways that aren't straight lines. The plan for the bridge is very long—541.8 m—with two 128.1 m-long side spans and a main span that is 285.6 m long. It looks a lot like the US bridge Quincy Bayview in Quincy, Illinois. The deck's top is held up by several layers of stay wires that are set up in a half-harp shape and connected to each crosswise H-shaped beam. These eighty stay cables keep the whole bridge deck stable. The cross-section of a bridge deck is usually made up of a 0.23-meter-thick prefabricated concrete deck that is 14.20 meters wide. It is held together by two main steel girders and floor steel beams that are evenly spread. We use the STAAD-Pro tool to look at the pylons, which are made up of two concrete legs connected by two struts. This tool lets you see how the bridge reacts to changes in low, medium, and high frequencies over time. They are divided into three groups based on the ratio of the fastest ground speed to the fastest ground acceleration (PGA/PGV). The study findings are shown and talked about for both normal and odd reinforced concrete buildings. The study's goal is to help people better understand how cable-stayed bridges behave in non-linear ways when they are subjected to different levels of earthquake stress. This will then lead to better design suggestions for these kinds of structures.
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How To Cite (APA)
Akshay Lahu Mane & Prof. A.N.Shaikh (May-2025). NON LINEAR ANALYSIS OF CABLE STRAYED BRIDGE USING STAAD-PRO. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 10(5), e10-e16. https://ijnrd.org/papers/IJNRD2505403.pdf
Issue
Volume 10 Issue 5, May-2025
Pages : e10-e16
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Paper Reg. ID: IJNRD_307134
Published Paper Id: IJNRD2505403
Research Area: Science and Technology
Author Type: Indian Author
Country: -, -, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2505403.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2505403
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