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dc.contributor.authorMander, J.B.en_US
dc.contributor.authorNair, B.
dc.contributor.authorWojtkowski, K.
dc.contributor.authorMa, J.
dc.date.accessioned2010-07-29T14:28:40Zen_US
dc.date.accessioned2010-08-17T17:08:19Zen_US
dc.date.accessioned2014-02-10T20:21:20Z
dc.date.available2010-07-29T14:28:40Zen_US
dc.date.available2010-08-17T17:08:19Zen_US
dc.date.available2014-02-10T20:21:20Z
dc.date.issued1993en_US
dc.identifier93-0001en_US
dc.identifier.govdocPB93-227510en_US
dc.identifier.urihttp://hdl.handle.net/10477/668en_US
dc.description.abstractExperimental results are presented for three infill frame subassemblages. The specimens were constructed from bolted steel frames, infilled with clay brick masonry, and tested in-plane under quasi-static cyclic loading. Each specimen was either retrofitted or, following initial testing, repaired with a thin ferrocement overlay. Results showed that all specimens performed well up to interstory drifts of approximately 1.5%. The inclusion of ferrocement gave a marginal improvement in energy dissipation. Conclusions are drawn on the efficacy of ordinary brick or rehabilitated infills as seismic resisting elements.<BR>en_US
dc.description.sponsorshipUniversity at Buffaloen_US
dc.format.extent148en_US
dc.titleAn Experimental Study on the Seismic Performance of Brick-Infilled Steel Frames With and Without Retrofiten_US


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