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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Isfahan University of Technology</PublisherName>
				<JournalTitle>Journal of Computational Methods in Engineering</JournalTitle>
				<Issn>2228-7698</Issn>
				<Volume>25</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2022</Year>
					<Month>12</Month>
					<Day>31</Day>
				</PubDate>
			</Journal>
<ArticleTitle>A Theoretical Study of the Behavior of Reinforced Concrete Columns Strengthened by Steel Plates and Transverse Reinforcements</ArticleTitle>
<VernacularTitle>A Theoretical Study of the Behavior of Reinforced Concrete Columns Strengthened by Steel Plates and Transverse Reinforcements</VernacularTitle>
			<FirstPage>65</FirstPage>
			<LastPage>72</LastPage>
			<ELocationID EIdType="pii">2947</ELocationID>
			
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName></FirstName>
					<LastName>M. Sheikhi And H. Haji-Kazemi</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2022</Year>
					<Month>12</Month>
					<Day>31</Day>
				</PubDate>
			</History>
		<Abstract>Jacketing of reinforced concrete columns is a common and useful strengthening method. This method substantially improves mechanical properties of the column, such as flexural strength as well as shear and ductility. In this paper, the behavior of confined reinforced concrete columns are investigated. The results indicate that the method is more effective for slender columns in the region of their failure zone.</Abstract>
			<OtherAbstract Language="FA">Jacketing of reinforced concrete columns is a common and useful strengthening method. This method substantially improves mechanical properties of the column, such as flexural strength as well as shear and ductility. In this paper, the behavior of confined reinforced concrete columns are investigated. The results indicate that the method is more effective for slender columns in the region of their failure zone.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Columns</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Strengthening</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">confinement</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Load- moment interaction</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Ductility</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jcme.iut.ac.ir/article_2947_ad8e88c0f76fa4fc8e5474384142a00a.pdf</ArchiveCopySource>
</Article>
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