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dc.contributor.advisorJerome J. Connor.en_US
dc.contributor.authorLicona Núñez, Miguel Joséen_US
dc.date.accessioned2009-10-01T15:09:13Z
dc.date.available2009-10-01T15:09:13Z
dc.date.copyright1998en_US
dc.date.issued1998en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/47414
dc.descriptionThesis (Civ. E.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1998.en_US
dc.descriptionIncludes bibliographical references (leaf 83).en_US
dc.description.statementofresponsibilityby Miguel José Licona Núñez.en_US
dc.format.extent83 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 and Environmental Engineeringen_US
dc.titleDesign sensitivity of highly damped structural systemsen_US
dc.typeThesisen_US
dc.description.degreeCiv.E.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc39041521en_US


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