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dc.contributor.advisorMyle J. Holley.en_US
dc.contributor.authorJacobson, Amnonen_US
dc.date.accessioned2018-02-16T20:06:45Z
dc.date.available2018-02-16T20:06:45Z
dc.date.issued1965en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/113810
dc.descriptionMassachusetts Institute of Technology, Dept. of Civil Engineering, Thesis. 1965. Sc. D.en_US
dc.descriptionMICROFICHE COPY ALSO AVAILABLE IN BARKER ENGINEERING LIBRARY.en_US
dc.descriptionBibliography: leaves 157-158.en_US
dc.format.extentxvi, 213 leavesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Environmental Engineeringen_US
dc.titleMembrane-flexural failure modes of square horizontaly restrained R/C slabs.en_US
dc.typeThesisen_US
dc.description.degreeSc.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.identifier.oclc24228436en_US


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