Dynamic response of self-supported power transmission tower subjected to wind action

A power transmission tower carries electrical transmission conductor at adequate distance from the ground. It must withstand all nature's forces besides its self-weight. In structural analysis, natural frequency, mode shape and damping ratio are used to define the structural dynamic properties...

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Main Authors: Hamzah N.H., Usman F., Yatim M.Y.M.
Other Authors: 57205238923
Format: Article
Published: Science Publishing Corporation Inc 2023
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spelling my.uniten.dspace-240292023-05-29T14:54:32Z Dynamic response of self-supported power transmission tower subjected to wind action Hamzah N.H. Usman F. Yatim M.Y.M. 57205238923 55812540000 57205235508 A power transmission tower carries electrical transmission conductor at adequate distance from the ground. It must withstand all nature's forces besides its self-weight. In structural analysis, natural frequency, mode shape and damping ratio are used to define the structural dynamic properties which relate to the basic structural features. This paper described the dynamic analysis including the modal and the time history analysis on each segment of the self-supported transmission tower to understand its dynamic responses subjected to wind action. The factors such as different height above ground, a different value of wind speed and different wind angle of attack were included in this study to see the influence of those factors towards dynamic response of the structure. The contribution of the wind towards the displacement of the structure is determined in this study by comparing the result obtained in a linear static analysis which considered the load combination without and with the presence of wind action. It was found that displacement using dynamic analysis is bigger than static linear analysis. The result illustrates that the studied factors gave a significant effect on the dynamic response of the structure and the findings indicate that dynamic analysis is vital in structural design. � 2018 Authors. Final 2023-05-29T06:54:32Z 2023-05-29T06:54:32Z 2018 Article 10.14419/ijet.v7i4.35.22866 2-s2.0-85059239665 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059239665&doi=10.14419%2fijet.v7i4.35.22866&partnerID=40&md5=f491f046bcb3f9f1db4bd0bb8fa30a02 https://irepository.uniten.edu.my/handle/123456789/24029 7 4 476 481 Science Publishing Corporation Inc Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description A power transmission tower carries electrical transmission conductor at adequate distance from the ground. It must withstand all nature's forces besides its self-weight. In structural analysis, natural frequency, mode shape and damping ratio are used to define the structural dynamic properties which relate to the basic structural features. This paper described the dynamic analysis including the modal and the time history analysis on each segment of the self-supported transmission tower to understand its dynamic responses subjected to wind action. The factors such as different height above ground, a different value of wind speed and different wind angle of attack were included in this study to see the influence of those factors towards dynamic response of the structure. The contribution of the wind towards the displacement of the structure is determined in this study by comparing the result obtained in a linear static analysis which considered the load combination without and with the presence of wind action. It was found that displacement using dynamic analysis is bigger than static linear analysis. The result illustrates that the studied factors gave a significant effect on the dynamic response of the structure and the findings indicate that dynamic analysis is vital in structural design. � 2018 Authors.
author2 57205238923
author_facet 57205238923
Hamzah N.H.
Usman F.
Yatim M.Y.M.
format Article
author Hamzah N.H.
Usman F.
Yatim M.Y.M.
spellingShingle Hamzah N.H.
Usman F.
Yatim M.Y.M.
Dynamic response of self-supported power transmission tower subjected to wind action
author_sort Hamzah N.H.
title Dynamic response of self-supported power transmission tower subjected to wind action
title_short Dynamic response of self-supported power transmission tower subjected to wind action
title_full Dynamic response of self-supported power transmission tower subjected to wind action
title_fullStr Dynamic response of self-supported power transmission tower subjected to wind action
title_full_unstemmed Dynamic response of self-supported power transmission tower subjected to wind action
title_sort dynamic response of self-supported power transmission tower subjected to wind action
publisher Science Publishing Corporation Inc
publishDate 2023
_version_ 1806427836341288960
score 13.188404