Engelhardt, Michael D.583894722008-08-282017-05-112008-08-282017-05-112004http://hdl.handle.net/2152/1379textelectronicengCopyright 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.Structural framesEarthquake resistant designSeismic performanc of link-to-column connections in steel eccentrically braced framesThesis3150705