<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Sharif University of Technology</PublisherName>
				<JournalTitle>Scientia Iranica</JournalTitle>
				<Issn>1026-3098</Issn>
				<Volume></Volume>
				<Issue>Articles in Press</Issue>
				<PubDate PubStatus="epublish">
					<Year>2025</Year>
					<Month>01</Month>
					<Day>27</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Nonlinear modelling and bifurcation analysis of the coupled dynamics of the offshore wind turbine with the tension leg floating platform</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">23803</ELocationID>
			
<ELocationID EIdType="doi">10.24200/sci.2025.62717.7996</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Soheil</FirstName>
					<LastName>Ghabraei</LastName>
<Affiliation>Department of Mechanical Engineering, Sharif University of Technology, P. O. Box: 11155-9567,
Tehran, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Hamed</FirstName>
					<LastName>Moradi</LastName>
<Affiliation>Department of Mechanical Engineering, Sharif University of Technology, P. O. Box: 11155-9567,
Tehran, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2023</Year>
					<Month>10</Month>
					<Day>01</Day>
				</PubDate>
			</History>
		<Abstract>The present article investigates the coupled nonlinear dynamics of the offshore wind turbine with the floating tension leg platform through numerical methods. The NREL 5MW wind turbine installed on MIT/NREL TLP is chosen as the floating offshore wind turbine. The offshore wind turbine equation of motion is derived using Hamilton&#039;s Principle, considering the floating platform surge, heave, and wind turbine&#039;s tower transverse motions. The wind turbine tower is modeled using the Euler-Bernoulli beam theory, and the effects of the platform surge and heave motions have been considered. Then, the Galerkin method is applied to the derived partial differential equations of motion of the tower to reduce them to a set of nonlinear ordinary differential equations. Afterward, by utilizing direct time integration, the effects of the frequency and amplitude of wave forcing and the length of the mooring lines on the floating wind turbine&#039;s global dynamics are studied. Finally, results are depicted as the frequency response curves and the Poincare maps&#039; bifurcation diagrams. The phase-plane portraits, Poincare maps, and fast Fourier Transforms (FFTs) highlight points of interest in the parameter space.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Floating Offshore Wind Turbine</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Wave loading</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Nonlinear vibrations</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">frequency response</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">bifurcation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Poincare´ map section</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://scientiairanica.sharif.edu/article_23803_a36a34e762709e56e58e36aee9fd142f.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
