dc.contributor.advisor | Jerome J. Connor. | en_US |
dc.contributor.author | Licona Núñez, Miguel José | en_US |
dc.date.accessioned | 2009-10-01T15:09:13Z | |
dc.date.available | 2009-10-01T15:09:13Z | |
dc.date.copyright | 1998 | en_US |
dc.date.issued | 1998 | en_US |
dc.identifier.uri | http://hdl.handle.net/1721.1/47414 | |
dc.description | Thesis (Civ. E.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1998. | en_US |
dc.description | Includes bibliographical references (leaf 83). | en_US |
dc.description.statementofresponsibility | by Miguel José Licona Núñez. | en_US |
dc.format.extent | 83 leaves | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Massachusetts Institute of Technology | en_US |
dc.rights | M.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.uri | http://dspace.mit.edu/handle/1721.1/7582 | en_US |
dc.subject | Civil and Environmental Engineering | en_US |
dc.title | Design sensitivity of highly damped structural systems | en_US |
dc.type | Thesis | en_US |
dc.description.degree | Civ.E. | en_US |
dc.contributor.department | Massachusetts Institute of Technology. Department of Civil and Environmental Engineering | |
dc.identifier.oclc | 39041521 | en_US |