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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Amirkabir University of Technology</PublisherName>
				<JournalTitle>AUT Journal of Civil Engineering</JournalTitle>
				<Issn>2588-2899</Issn>
				<Volume>1</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2017</Year>
					<Month>12</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>A Robust Optimization Model for Improving Reliability of Tuned Mass Damper</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>121</FirstPage>
			<LastPage>128</LastPage>
			<ELocationID EIdType="pii">2727</ELocationID>
			
<ELocationID EIdType="doi">10.22060/ceej.2017.12346.5180</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Mohsen</FirstName>
					<LastName>Balanian</LastName>
<Affiliation>Department of Civil Engineering, University of Isfahan, Isfahan, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Maryam</FirstName>
					<LastName>Daei</LastName>
<Affiliation>Department of Civil Engineering, University of Isfahan, Isfahan, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Hossein</FirstName>
					<LastName>Tajmir Riahi</LastName>
<Affiliation>Department of Civil Engineering, University of Isfahan, Isfahan, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2017</Year>
					<Month>01</Month>
					<Day>04</Day>
				</PubDate>
			</History>
		<Abstract>ABSTRACT: One of the most promising and effective passive vibration control dampers is the Tuned&lt;br /&gt;Mass Damper (TMD). Many conventional optimization criteria are based on the implicit assumption that all&lt;br /&gt;parameters involved are deterministically known. Removing this assumption means to convert a conventional&lt;br /&gt;optimization into a robust one. In this paper, a model for the robust optimum design of TMD is provided so&lt;br /&gt;that the optimal design of damper by considering the uncertainties possible in the earthquake load and also&lt;br /&gt;the structure properties can be achieved. The structural vibration control of the main system with a single&lt;br /&gt;linear TMD under a stochastic dynamic load is investigated. The dynamic input is represented by a random&lt;br /&gt;base acceleration, modeled by a stationary filtered white noise process. It is assumed that not only mechanical&lt;br /&gt;parameters of the main structure but also the input spectral contents are affected by uncertainty. The standard&lt;br /&gt;deviation of displacement of the protected main structure (dimensionless by dividing to the unprotected one) is&lt;br /&gt;calculated as the deterministic objective function (OF), and to achieve a robust design the mean and standard&lt;br /&gt;deviation of OF are considered as a multi-objective function which shall be minimum. The damping ratio and&lt;br /&gt;the frequency of TMD have been selected as design parameters. The results provide the different choices for&lt;br /&gt;designers to select an optimal TMD based on the priority of minimum mean of the maximum displacement of&lt;br /&gt;the structure or the minimum dispersion in a random space.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Tuned Mass Damper</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">State Space Equation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Passive control</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Uncertainty</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Robust Optimization</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://ajce.aut.ac.ir/article_2727_23fc4cba066f390a8cc729c7592b6ee8.pdf</ArchiveCopySource>
</Article>
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