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dc.contributor.authorErkmen, Bülent
dc.date.accessioned2018-09-10T13:28:45Z
dc.date.available2018-09-10T13:28:45Z
dc.date.issued2018-03
dc.identifier.issn1300-3453en_US
dc.identifier.urihttp://hdl.handle.net/10679/5948
dc.identifier.urihttp://dergipark.gov.tr/tekderg/issue/34198/389954
dc.description.abstractTwo blast analysis methods widely used are three-dimensional finite element (FE) and uncoupled equivalent single degree of freedom (ESDOF) methods. The uncoupled equivalent ESDOF method, which is the most common blast analysis method, provides considerable advantages and simplicity in analysis and design stages. However, the inherent assumptions and simplifications involved but especially neglecting member's dynamic interactions can significantly affect accuracy of analysis results. In this study, blast performance of a prototype two-module steel blast-resistant building is evaluated using uncoupled ESDOF and FE methods. The results are compared to evaluate adequacy of uncoupled ESDOF method for blast analysis of the structure.en_US
dc.language.isoengen_US
dc.publisherTurkish Chamber of Civil Engineersen_US
dc.relation.ispartofİMO Teknik Dergi
dc.rightsopenAccess
dc.titleComparison of blast analysis methods for modular steel structuresen_US
dc.typeArticleen_US
dc.description.versionPublisher version
dc.peerreviewedyesen_US
dc.publicationstatusPublisheden_US
dc.contributor.departmentÖzyeğin University
dc.contributor.authorID(ORCID 0000-0002-3980-3770 & YÖK ID 181924) Erkmen, Bülent
dc.contributor.ozuauthorErkmen, Bülent
dc.identifier.volume29en_US
dc.identifier.issue2en_US
dc.identifier.startpage8253en_US
dc.identifier.endpage8277en_US
dc.identifier.wosWOS:000431944200002
dc.identifier.doi10.18400/tekderg.389954en_US
dc.subject.keywordsBlast loadsen_US
dc.subject.keywordsBlast-resistant steel modular buildingsen_US
dc.subject.keywordsEquivalent single degree of freedomen_US
dc.subject.keywordsDynamic interactionen_US
dc.identifier.scopusSCOPUS:2-s2.0-85064639680
dc.contributor.authorMale1
dc.relation.publicationcategoryArticle - International Refereed Journal - Institution Academic Staff


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