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dc.contributor.authorWhite, R.N.en_US
dc.contributor.authorGergely, P.
dc.contributor.authorRao, R.S.
dc.date.accessioned2010-07-29T14:35:03Zen_US
dc.date.accessioned2010-08-17T17:10:16Zen_US
dc.date.accessioned2014-02-10T20:23:15Z
dc.date.available2010-07-29T14:35:03Zen_US
dc.date.available2010-08-17T17:10:16Zen_US
dc.date.available2014-02-10T20:23:15Z
dc.date.issued1995en_US
dc.identifier95-0020en_US
dc.identifier.govdocPB97-133508en_US
dc.identifier.urihttp://hdl.handle.net/10477/730en_US
dc.description.abstractA comprehensive study of evaluation of damping systems using shaking table studies and subsequent modeling has been completed and initial design recommendations were proposed at NCEER. This report extends the knowledge base concerning friction damping devices, suggests design solutions that are feasible from both engineering and economic perspectives, and evaluates the performance of these designs. Moreover, design procedures based on capacity-demand spectra developed in numerous NCEER projects were extended to procedure specific design guidelines for friction dampers. The experience gained from this project will further enhance newer developments in seismic codes for retrofit of lightly reinforced concrete frames.en_US
dc.description.sponsorshipCornell Universityen_US
dc.format.extent190en_US
dc.titleRetofit of Non-Ductile Reinforced Concrete Frames Using Friction Dampersen_US


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