<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Shiraz University</PublisherName>
				<JournalTitle>Iranian Journal of Science and Technology Transactions of Civil Engineering</JournalTitle>
				<Issn>2228-6160</Issn>
				<Volume>39</Volume>
				<Issue>C1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2015</Year>
					<Month>02</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>FINITE ELEMENT ANALYSIS USING MIXED FORCE-DISPLACEMENT METHOD VIA SINGULAR VALUE DECOMPOSITION</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>1</FirstPage>
			<LastPage>19</LastPage>
			<ELocationID EIdType="pii">2736</ELocationID>
			
<ELocationID EIdType="doi">10.22099/ijstc.2015.2736</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2013</Year>
					<Month>09</Month>
					<Day>27</Day>
				</PubDate>
			</History>
		<Abstract>The present approach is a combination of the force method and displacement approach&lt;br /&gt;to achieve the analysis using the substructuring technique. In this method, the inverse of the&lt;br /&gt;stiffness matrices of the substructures are constructed for the formation of the flexibility matrices.&lt;br /&gt;This part of the solution is equivalent to the stiffness approach. In the subsequent stage, the results&lt;br /&gt;of the analysis are assembled using the singular value decomposition (SVD) and the solution for&lt;br /&gt;the entire structure is obtained. In fact, for assembling the structure, we need the flexibility&lt;br /&gt;matrices of the substructures which are obtained by the stiffness method.&lt;br /&gt;In this paper, a mixed force-displacement method is applied to finite element models for&lt;br /&gt;increasing the speed of their solution. Each substructure is analyzed independently by singular&lt;br /&gt;value decomposition of the corresponding equilibrium matrix. Methods are then utilized for&lt;br /&gt;transforming the substructures into regular forms whenever it is possible. The application of this&lt;br /&gt;method in finite element models with different substructures improves the process of analysis, and&lt;br /&gt;makes the use of the existing solution techniques possible for regular systems.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Mixed force-displacement method</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">substructuring</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">singular value decomposition of equilibrium matrix</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">regular forms</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Finite Element Analysis</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://ijstc.shirazu.ac.ir/article_2736_dba1f230f6da4cb9e929543cb2c58801.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
