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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Sharif University of Technology</PublisherName>
				<JournalTitle>Scientia Iranica</JournalTitle>
				<Issn>1026-3098</Issn>
				<Volume>15</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2008</Year>
					<Month>02</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Seismic Performance of TMDs in Improving the Response of MRF Buildings</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">2979</ELocationID>
			
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>S.M.</FirstName>
					<LastName>Zahrai</LastName>
<Affiliation>Department of Civil Engineering,University of Tehran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2009</Year>
					<Month>05</Month>
					<Day>30</Day>
				</PubDate>
			</History>
		<Abstract>In this paper, the eectiveness of Tuned Mass Dampers (TMDs) in controlling building structures
under earthquake excitations is studied through investigating the practical considerations and
vibration control eciency of tuned mass dampers for 5-, 8-, 10- and 15-story buildings utilizing
a structural system with special Moment-Resisting Frames (MRFs) in both directions. Assuming
its frequency to be near the 1st natural frequency of buildings, it is designed to control the
largest response of the buildings. The eect of detuning, on some TMD parameters, on the
seismic performance is studied through time-history analysis using the El Centro and Tabas
earthquake records. In addition, the results of time-history analysis are compared with those of
a response spectrum analysis for the structures with and without TMD, in order to judge its
eectiveness. Under earthquake excitation, the performance of structures having TMDs greatly
depends on the characteristics of the ground motion. When the rst mode of a MDOF structure
dominates the structural response, a seismic response reduction can be easily achieved. While
the rst mode response of a structure with TMD is proved to be substantially reduced, the
higher mode response, in fact, increases as the number of stories increases. It is observed that
TMD is eective in reducing maximum displacement in MRF buildings by as much as 32.2%
in the Tabas earthquake and 45.3% in the El Centro earthquake. The maximum displacement
results of a response spectrum analysis for the uncontrolled and controlled case in the El Centro
earthquake, in an 8-story structure, are 25.70 cm and 14.59 cm, respectively, whereas the
maximum displacement using time-history analysis, in the uncontrolled and controlled cases,
are 27.54 cm and 15.14 cm, respectively.</Abstract>
<ArchiveCopySource DocType="pdf">https://scientiairanica.sharif.edu/article_2979_6d8a8cfd751f7c24eb11113da3682197.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
