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dc.contributor.advisorFred Moavenzadeh.en_US
dc.contributor.authorCrow, Hugh Enosen_US
dc.date.accessioned2010-03-25T14:34:47Z
dc.date.available2010-03-25T14:34:47Z
dc.date.issued1969en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/52924
dc.descriptionMassachusetts Institute of Technology. Dept. of Naval Architecture and Marine Engineering. Thesis. 1969. M.S.en_US
dc.descriptionMICROFICHE COPY ALSO AVAILABLE IN BARKER ENGINEERING LIBRARY.en_US
dc.descriptionBibliography: leaves 91-94.en_US
dc.format.extent115 leavesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectNaval Architecture and Marine Engineeringen_US
dc.titleCrack formation, arrest and propagation in concrete slabs reinforced with closely spaced steel wires.en_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Naval Architecture and Marine Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Ocean Engineering
dc.identifier.oclc24570109en_US


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