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dc.contributor.advisorJerome J. Conner.en_US
dc.contributor.authorKawamoto, James Danielen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil Engineering.en_US
dc.date.accessioned2013-03-13T15:33:00Z
dc.date.available2013-03-13T15:33:00Z
dc.date.copyright1983en_US
dc.date.issued1983en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/77668
dc.descriptionThesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1983.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERINGen_US
dc.descriptionBibliography: leaves 359-367.en_US
dc.description.statementofresponsibilityby James Daniel Kawamoto.en_US
dc.format.extent385 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.subjectCivil Engineering.en_US
dc.titleSolution of nonlinear dynamic structural systems by a hybrid frequency-time domain approachen_US
dc.typeThesisen_US
dc.description.degreePh.D.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc10728229en_US


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