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		<identifier>oai:zbc.uz.zgora.pl:68122</identifier>
	    <datestamp>2023-07-06T08:42:31Z</datestamp>
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<dc:title xml:lang="pl"><![CDATA[Vibration analysis of Kenyir Dam power station structure using a real scale 3D model]]></dc:title>
<dc:creator><![CDATA[Arbain, Azizi]]></dc:creator>
<dc:creator><![CDATA[Ahmad Mazlan, Ahmad Zhafran]]></dc:creator>
<dc:creator><![CDATA[Zawawi, Mohd Hafiz]]></dc:creator>
<dc:creator><![CDATA[Mohd Radzi, Mohd Rashid]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[Kenyir Dam power]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[vibration analysis]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dam structures]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[using 3D model]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Frequency Response Function]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[Finite Element Method (FEM)]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[moc Kenyir Dam]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[analiza drgań]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[konstrukcja zapory]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[model 3D]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[FRF]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[MES]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[In this paper, the vibration analysis in terms of modal and harmonic responses are investigated for the power station structure of Kenyir Dam in Terengganu, Malaysia. Modal analysis is carried out to provide the dynamic characteristics of the power station which includes the natural frequencies and mode shapes.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Meanwhile, the harmonic response analysis is performed by applying the force to the structure to obtain the Frequency Response Function (FRF) in certain range of frequencies. A real scale threedimensional (3D) model of the Kenyir Dam power station is constructed using Solid Works software and imported to ANSYS software for the Finite Element (FE) analysis.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[A proper boundary condition is taken into consideration to demonstrate the real behaviour of the power station structure. From the results, six most significant natural frequencies and mode shapes including the FRF in all three axes are selected. The highest natural frequency value occurred at 5.4 Hz with the maximum deflection of 0.90361 m in the z axis direction. This value is important in order to verify whether the structure can overcome the resonance phenomenon from the external disturbance forces in the future.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska]]></dc:description>
<dc:publisher><![CDATA[Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego]]></dc:publisher>
<dc:contributor><![CDATA[Kuczyński, Tadeusz - red.]]></dc:contributor>
<dc:date><![CDATA[2019]]></dc:date>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
<dc:format xml:lang="pl"><![CDATA[application/pdf]]></dc:format>
<dc:identifier><![CDATA[http://www.zbc.uz.zgora.pl/repozytorium/Content/68122/ceer2019_3_arbain_vibration.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/75045/edition/68122/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:68122]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 29, vol. 3]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:75045]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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