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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Sharif University of Technology</PublisherName>
				<JournalTitle>Scientia Iranica</JournalTitle>
				<Issn>1026-3098</Issn>
				<Volume>26</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2019</Year>
					<Month>02</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Near-fault effects on the seismic demand of RC buildings in linear and nonlinear analyses</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>188</FirstPage>
			<LastPage>201</LastPage>
			<ELocationID EIdType="pii">4233</ELocationID>
			
<ELocationID EIdType="doi">10.24200/sci.2017.4233</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>M. H.</FirstName>
					<LastName>Mohammadi</LastName>
<Affiliation>Department of Civil Engineering, Faculty of Engineering, Kharazmi University, No. 43, Dr. Mofatteh Ave., Tehran, 15719-14911,
Iran</Affiliation>

</Author>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Massumi</LastName>
<Affiliation>Department of Civil Engineering, Faculty of Engineering, Kharazmi University, No. 43, Dr. Mofatteh Ave., Tehran, 15719-14911,
Iran</Affiliation>

</Author>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Meshkat-Dini</LastName>
<Affiliation>Department of Civil Engineering, Faculty of Engineering, Kharazmi University, No. 43, Dr. Mofatteh Ave., Tehran, 15719-14911,
Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2017</Year>
					<Month>01</Month>
					<Day>15</Day>
				</PubDate>
			</History>
		<Abstract>Strong ground motions of near-fault earthquakes are mostly generated by forward-directivity effects. Forward-directivity effects develop energetic pulses particularly in horizontal velocity history of fault-normal component. The narrow-band nature of the pulses results in revealing at least two peaks on the response spectra and also increasing seismic demand especially for mid-rise and high-rise buildings. Iranian seismic code (IS 2800-14) presents the coefficient N, for considering near-fault effects. It seems that the N is not efficient for designing in near-fault zone. The accurate near-fault demands can be determined by using nonlinear response history analyses. In the present paper, two 3-D reinforced concrete framed structures (RC buildings) are designed according to ACI 2014 and IS 2800-14. Then, the demands are estimated by employing linear response history analysis (LRHA) and also nonlinear response history analysis (NRHA) under an ensemble of 11 near-fault ground motions. The results reveal that the design spectrum of IS 2800-14 is incompatible with near-fault spectra and underestimates demands in the long periods range. Further, implementation of LRHA using response modification factor (R&lt;sub&gt;u&lt;/sub&gt;) and deflection amplification factor (C&lt;sub&gt;d&lt;/sub&gt;) leads to insufficient inter-story drift ratios. Finally, the influence of enhancing ductility is studied by determining ductility reduction factors for near-fault records.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Near-fault ground motion</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Seismic demand</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">linear response history analysis</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">nonlinear response history analysis</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">ductility</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://scientiairanica.sharif.edu/article_4233_31bc3ac1e15a64ce3f86458e44c14a89.pdf</ArchiveCopySource>
</Article>
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