Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/95828
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dc.contributor.authorGholampour, A.en
dc.contributor.authorGhassemieh, M.en
dc.date.issued2012en
dc.identifier.citationPractice Periodical on Structural Design and Construction, 2012; 17(1):30-34en
dc.identifier.issn1084-0680en
dc.identifier.issn1943-5576en
dc.identifier.urihttp://hdl.handle.net/2440/95828-
dc.description.abstractAbstract not availableen
dc.description.statementofresponsibilityA. A. Gholampour and M. Ghassemiehen
dc.language.isoenen
dc.publisherAmerican Society of Civil Engineersen
dc.rights© 2012 American Society of Civil Engineersen
dc.subjectDirect time integration; Nonlinear structural dynamics; Second-order acceleration; Implicit methoden
dc.titleNew practical approach to nonlinear dynamic analysis of structures: refinement of Newmark's and Wilson's classical methodsen
dc.typeJournal articleen
dc.identifier.rmid0030037249en
dc.identifier.doi10.1061/(ASCE)SC.1943-5576.0000101en
dc.identifier.pubid214852-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.library.teamDS02en
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidGholampour, A. [0000-0001-5069-2963]en
Appears in Collections:Civil and Environmental Engineering publications

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