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Prediction of the Flow-Induced Vibration Response of the Chenderoh Dam Left Bank Section

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dc.citedby3
dc.contributor.authorGhazali M.H.M.en_US
dc.contributor.authorZawawi M.H.en_US
dc.contributor.authorHassan N.H.en_US
dc.contributor.authorRadzi M.R.M.en_US
dc.contributor.authorMazlan A.Z.A.en_US
dc.contributor.authorAbas M.A.en_US
dc.contributor.authorZainol M.R.R.M.A.en_US
dc.contributor.authorid57204679170en_US
dc.contributor.authorid39162217600en_US
dc.contributor.authorid57204683370en_US
dc.contributor.authorid57204677038en_US
dc.contributor.authorid57216895962en_US
dc.contributor.authorid56893346700en_US
dc.contributor.authorid57193313971en_US
dc.date.accessioned2023-05-29T06:50:44Z
dc.date.available2023-05-29T06:50:44Z
dc.date.issued2018
dc.descriptionDams; Disaster prevention; Frequency domain analysis; Natural frequencies; Resonance; System theory; Vibrations (mechanical); Dam structure; Flow induced vibrations; Frequency domain response; Natural frequencies and modes; Operational conditions; Operational deflection shapes; Resonance phenomena; Transient vibration response; Riversen_US
dc.description.abstractFlow-induced vibration is a common phenomenon that happened in any of dam structures during the operational condition. This includes the effect of water spilling from the upstream to the downstream of the dam due to high water volume at the upstream side. the release of water from the dam can be beneficial in generating the electricity source to the surrounding areas. However, in some cases, the spill of water can induced the significant vibration effects to the dam structure. In this study, the prediction of the flow-induced vibration response at the left bank section of the real scale Malaysian Chenderoh Dam model is simulated using the ANSYS software. the input force disturbances from the flow of the water at the left bank section during the normal water spilling condition is investigated. the results of frequency domain response and operational defection shapes (ODS) from the effect of flow-induced vibration are compared with the natural frequencies and mode shapes of the dam. From the results, the transient vibration responses due to the flow of water happened at the frequency of 13.3 Hz while the natural frequency of the left bank section occurred at 52.3 Hz, which indicates that there is no resonance phenomenon for the normal case of water spilling at the left bank section of the dam structure. This result is useful for the dam operation section in order to avoid any disaster of the dam structure. � 2018 The Authors, published by EDP Sciences.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo1001
dc.identifier.doi10.1051/matecconf/201821701001
dc.identifier.scopus2-s2.0-85056615989
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85056615989&doi=10.1051%2fmatecconf%2f201821701001&partnerID=40&md5=e9127d04b37a88bdf7d3335adb7beb4a
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/23648
dc.identifier.volume217
dc.publisherEDP Sciencesen_US
dc.relation.ispartofAll Open Access, Gold, Green
dc.sourceScopus
dc.sourcetitleMATEC Web of Conferences
dc.titlePrediction of the Flow-Induced Vibration Response of the Chenderoh Dam Left Bank Sectionen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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