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<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Tarbiat Modares University</PublisherName>
				<JournalTitle>Modares Civil Engineering Journal</JournalTitle>
				<Issn>2476-6763</Issn>
				<Volume>11</Volume>
				<Issue>4</Issue>
				<PubDate PubStatus="epublish">
					<Year>2011</Year>
					<Month>11</Month>
					<Day>22</Day>
				</PubDate>
			</Journal>
<ArticleTitle>APPLICATION OF SHEAR-FRICTION HINGE CONNECTION IN MID-STORY STAIR SLABS TO COLUMN JOINT</ArticleTitle>
<VernacularTitle>APPLICATION OF SHEAR-FRICTION HINGE CONNECTION IN MID-STORY STAIR SLABS TO COLUMN JOINT</VernacularTitle>
			<FirstPage>123</FirstPage>
			<LastPage>123</LastPage>
			<ELocationID EIdType="pii">11533</ELocationID>
			
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>Hamid</FirstName>
					<LastName>Farshchi</LastName>
<Affiliation>Farmaniyeh, Dibaji Shomali, Arghavan, No:21</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
		<Abstract>Providing mid-story stair slab to column hinge connection is practically difficult in concrete moment resisting frame structures. The problem is due to the fact that this connection is modeled as hinge connection in the modeling phase of structural analysis but in practice because of lack of proper detailing this is not fully satisfied and can lead to inappropriate column behavior and may affect the structural behavior as a whole. In this article, a simple hinge connection detailing based on shear-friction behavior has been proposed. This connection is based on the Iranian national building code and can provide the proper hinge connection in the mentioned joint.</Abstract>
			<OtherAbstract Language="FA">Providing mid-story stair slab to column hinge connection is practically difficult in concrete moment resisting frame structures. The problem is due to the fact that this connection is modeled as hinge connection in the modeling phase of structural analysis but in practice because of lack of proper detailing this is not fully satisfied and can lead to inappropriate column behavior and may affect the structural behavior as a whole. In this article, a simple hinge connection detailing based on shear-friction behavior has been proposed. This connection is based on the Iranian national building code and can provide the proper hinge connection in the mentioned joint.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">mid-story beam</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">concrete connection</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">stair</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">column</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://mcej.modares.ac.ir/article_11533_c21f4ce780c5c9d774f79841b81fdc6d.pdf</ArchiveCopySource>
</Article>
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