Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway

Frequency response function (FRF) and modal parameters including the natural frequency, damping ratio and mode shapes need to be studied in order to aid the monitoring process as well as to avoid the resonance to the structure. This is important since these measurements will be used as reference for...

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Main Authors: Arbain A., Zawawi M.H., Mazlan A.Z.A., Abas M.A., Radzi M.R.M., Hassani A.
Other Authors: 57213160085
Format: Conference Paper
Published: American Institute of Physics Inc. 2023
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spelling my.uniten.dspace-251582023-05-29T16:07:01Z Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway Arbain A. Zawawi M.H. Mazlan A.Z.A. Abas M.A. Radzi M.R.M. Hassani A. 57213160085 39162217600 57216895962 56893346700 57204677038 57210389923 Frequency response function (FRF) and modal parameters including the natural frequency, damping ratio and mode shapes need to be studied in order to aid the monitoring process as well as to avoid the resonance to the structure. This is important since these measurements will be used as reference for any operational methods for the dam structure. This paper will discuss the structural dynamic analysis of one of the dam available in Malaysia which is Kenyir Dam (Sultan Mahmud Power Station) in Terengganu. The study has been conducted on the spillway section of the dam structure. The CAD model of the structure has been designed based on real size structure (1:1 scale) with the consideration of real build-in materials. A finite element (FE) model of the structure is then constructed in ANSYS Workbench software to run the analysis. Meshing sensitivity analysis has been conducted and the boundary condition has been set before performing the analysis. 30 natural frequencies have been determined and 6 most significant mode shapes are chosen to be discussed in this paper. For the FRF, all three axes, x, y and z-direction have the same dominant natural frequency value of 19.6Hz, where the highest deflection occurred at z-direction with 6.795 x 10-4 m. � 2020 Author(s). Final 2023-05-29T08:07:01Z 2023-05-29T08:07:01Z 2020 Conference Paper 10.1063/5.0022773 2-s2.0-85096499766 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096499766&doi=10.1063%2f5.0022773&partnerID=40&md5=8aa9bf28387972bd466b81567fa49aa9 https://irepository.uniten.edu.my/handle/123456789/25158 2291 22773 American Institute of Physics 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 Frequency response function (FRF) and modal parameters including the natural frequency, damping ratio and mode shapes need to be studied in order to aid the monitoring process as well as to avoid the resonance to the structure. This is important since these measurements will be used as reference for any operational methods for the dam structure. This paper will discuss the structural dynamic analysis of one of the dam available in Malaysia which is Kenyir Dam (Sultan Mahmud Power Station) in Terengganu. The study has been conducted on the spillway section of the dam structure. The CAD model of the structure has been designed based on real size structure (1:1 scale) with the consideration of real build-in materials. A finite element (FE) model of the structure is then constructed in ANSYS Workbench software to run the analysis. Meshing sensitivity analysis has been conducted and the boundary condition has been set before performing the analysis. 30 natural frequencies have been determined and 6 most significant mode shapes are chosen to be discussed in this paper. For the FRF, all three axes, x, y and z-direction have the same dominant natural frequency value of 19.6Hz, where the highest deflection occurred at z-direction with 6.795 x 10-4 m. � 2020 Author(s).
author2 57213160085
author_facet 57213160085
Arbain A.
Zawawi M.H.
Mazlan A.Z.A.
Abas M.A.
Radzi M.R.M.
Hassani A.
format Conference Paper
author Arbain A.
Zawawi M.H.
Mazlan A.Z.A.
Abas M.A.
Radzi M.R.M.
Hassani A.
spellingShingle Arbain A.
Zawawi M.H.
Mazlan A.Z.A.
Abas M.A.
Radzi M.R.M.
Hassani A.
Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway
author_sort Arbain A.
title Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway
title_short Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway
title_full Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway
title_fullStr Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway
title_full_unstemmed Structural dynamic behavior study of the kenyir hydropower station ungated-type spillway
title_sort structural dynamic behavior study of the kenyir hydropower station ungated-type spillway
publisher American Institute of Physics Inc.
publishDate 2023
_version_ 1806425635195715584
score 13.211869