Paper Title
Comparative Study of Three-Legged Lattice Transmission Tower having Angle Section and Closed Hollow Section
Article Identifiers
Authors
Siddharth Jayendra Shah , Paresh S Mistry , Subhrata B Biswal
Keywords
Transmission line tower, Close hollow section, Deflection
Abstract
Performing dynamic analysis is essential for the safe and cost-effective design of transmission line towers due to their critical importance. This analysis must include both structural and electrical considerations to ensure optimal performance. Achieving economic efficiency in transmission towers involves utilizing various configurations and bracing types. This study focuses on the analysis and design of a standard 400kV double-circuit transmission line tower with a three-legged configuration, considering dynamic loads such as wind, earthquakes, and snow. The analysis and design are conducted using STAAD.PRO software. The transmission tower in question is a suspension tower with two deviations, located in a flat landscape with minimal obstructions. The primary load combination that results in the maximum deflection of the member involves the scenario of a broken wire in conjunction with the anti-cascading condition. In this context, the impact of wind load is more significant than that of earthquake load, while the influence of snow on the tower is negligible.
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How To Cite (APA)
Siddharth Jayendra Shah, Paresh S Mistry, & Subhrata B Biswal (June-2024). Comparative Study of Three-Legged Lattice Transmission Tower having Angle Section and Closed Hollow Section. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 9(6), d574-d578. https://ijnrd.org/papers/IJNRD2406350.pdf
Issue
Volume 9 Issue 6, June-2024
Pages : d574-d578
Other Publication Details
Paper Reg. ID: IJNRD_223942
Published Paper Id: IJNRD2406350
Downloads: 000121988
Research Area: Civil EngineeringÂ
Country: Surat, GUJARAT, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2406350.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2406350
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This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition
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