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dc.contributor.authorYoung, David T.en_US
dc.date.accessioned2014-08-13T14:38:54Z
dc.date.available2014-08-13T14:38:54Z
dc.date.issued1985en_US
dc.identifier.urihttp://hdl.handle.net/10919/49967
dc.format.extentxi, 166 leavesen_US
dc.format.mimetypeapplication/pdfen_US
dc.publisherVirginia Polytechnic Institute and State Universityen_US
dc.rightsThis Item is protected by copyright and/or related rights. Some uses of this Item may be deemed fair and permitted by law even without permission from the rights holder(s), or the rights holder(s) may have licensed the work for use under certain conditions. For other uses you need to obtain permission from the rights holder(s).en_US
dc.subject.lccLD5655.V856 1985.Y686en_US
dc.subject.lcshShells (Engineering) -- Testingen_US
dc.subject.lcshShells (Engineering) -- Mathematical modelsen_US
dc.subject.lcshBuckling (Mechanics)en_US
dc.titleOptimal forms of rectangular-base, shallow shells with respect to bucklingen_US
dc.typeDissertationen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreePh. D.en_US
dc.identifier.oclc13132124en_US
thesis.degree.namePh. D.en_US
thesis.degree.leveldoctoralen_US
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen_US
thesis.degree.disciplineCivil Engineeringen_US
dc.type.dcmitypeTexten_US
dc.description.adminincomplete_metadataen_US


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