The effects of end restraint on steel deck reinforced concrete floor systems

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dc.contributor.authorYoung, Craig S.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T21:42:54Zen
dc.date.adate2009-08-18en
dc.date.available2014-03-14T21:42:54Zen
dc.date.issued1990en
dc.date.rdate2009-08-18en
dc.date.sdate2009-08-18en
dc.description.abstractExtensive research to determine the strength of steel deck reinforced concrete floor systems has been carried out on single-span, single panel width test specimens. Little of this research has considered the benefits that actual field conditions have on overall strength and stiffness. This experimental study investigates typical field details at intermediate supports and end spans. In particular, the influence of adjacent spans and typical pour stop details are considered. Additionally, this study illustrates the applicability of simple analytical models, which can be used to determine the strength and stiffness of steel deck reinforced concrete floor systems.en
dc.description.degreeMaster of Scienceen
dc.format.extentxiii, 144 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.identifier.otheretd-08182009-040222en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-08182009-040222/en
dc.identifier.urihttp://hdl.handle.net/10919/44257en
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.haspartLD5655.V855_1990.Y695.pdfen
dc.relation.isformatofOCLC# 23818041en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1990.Y695en
dc.subject.lcshFlooring, Concrete -- Researchen
dc.titleThe effects of end restraint on steel deck reinforced concrete floor systemsen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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