Seismic performanc of link-to-column connections in steel eccentrically braced frames

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dc.contributor.advisorEngelhardt, Michael D.en
dc.creatorOkazaki, Taichiroen
dc.date.accessioned2008-08-28T21:58:13Zen
dc.date.accessioned2017-05-11T22:16:25Z
dc.date.available2008-08-28T21:58:13Zen
dc.date.available2017-05-11T22:16:25Z
dc.date.issued2004en
dc.descriptiontexten
dc.description.departmentCivil, Architectural, and Environmental Engineeringen
dc.format.mediumelectronicen
dc.identifierb59340423en
dc.identifier.oclc58389472en
dc.identifier.proqst3150705en
dc.identifier.urihttp://hdl.handle.net/2152/1379en
dc.language.isoengen
dc.rightsCopyright is held by the author. Presentation of this material on the Libraries' web site by University Libraries, The University of Texas at Austin was made possible under a limited license grant from the author who has retained all copyrights in the works.en
dc.subject.lcshStructural framesen
dc.subject.lcshEarthquake resistant designen
dc.titleSeismic performanc of link-to-column connections in steel eccentrically braced framesen
dc.type.genreThesisen

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