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dc.contributor.authorLin, R.C.en_US
dc.contributor.authorSoong, T.T.
dc.contributor.authorReinhorn, A.M.
dc.date.accessioned2010-07-29T13:28:56Zen_US
dc.date.accessioned2010-08-17T17:11:02Zen_US
dc.date.accessioned2014-02-10T20:23:59Z
dc.date.available2010-07-29T13:28:56Zen_US
dc.date.available2010-08-17T17:11:02Zen_US
dc.date.available2014-02-10T20:23:59Z
dc.date.issued1987en_US
dc.identifier87-0002en_US
dc.identifier.govdocPB88-134341en_US
dc.identifier.urihttp://hdl.handle.net/10477/759en_US
dc.description.abstractIn a continuing effort to determine the feasibility of applying optimal control to building structures, a comprehensive experimental study was carried out using a standardized structural model under base excitation supplied by the Seismic Simulator at SUNY/Buffalo. Based upon computer simulated and experimental results, this report presents a comparison of efficiencies of several optimal control algorithms using instantaneous optimal criteria, including time delay compensation. All investigations were done under similar conditions to permit a systematic evaluation of efficiency. Comparisons were also made between analytical and experimental results and between instantaneous control algorithms and classical closed-loop linear feedback. Conclusions are drawn regarding relative merits of control algorithms considered under varying conditionsen_US
dc.description.sponsorshipUniversity at Buffaloen_US
dc.format.extent68en_US
dc.titleExperimental Evaluation of Instantaneous Optimal Algorithms for Structural Controlen_US


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