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dc.contributor.authorBuonopane, S.G.en_US
dc.contributor.authorWhite, R.N.
dc.date.accessioned2010-07-29T14:44:14Zen_US
dc.date.accessioned2010-08-17T17:11:08Zen_US
dc.date.accessioned2014-02-10T20:24:07Z
dc.date.available2010-07-29T14:44:14Zen_US
dc.date.available2010-08-17T17:11:08Zen_US
dc.date.available2014-02-10T20:24:07Z
dc.date.issued1999en_US
dc.identifier99-0001en_US
dc.identifier.govdocPB99-162851en_US
dc.identifier.urihttp://hdl.handle.net/10477/766en_US
dc.description.abstractThis report presents the results from a seismic evaluation of masonry infilled frames performed by pseudodynamic testing. The test specimen was a two-story, two-bay half-scale model, which was subjected to four pseudodynamic tests of increasing magnitude. The experimental program provided detailed data on the behavior of frames and infills under realistic seismic loading conditions. The data can be used to calibrate and verify advanced finite element methods and to improve simple analytical models for evaluation and design.en_US
dc.description.sponsorshipCornell Universityen_US
dc.format.extent160en_US
dc.titleSeismic Evaluation of a Masonry Infilled Reinforced Concrete Frame by Pseudodynamic Testingen_US


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