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dc.contributor.authorHung, SLen_US
dc.contributor.authorKao, CYen_US
dc.contributor.authorLee, JCen_US
dc.date.accessioned2014-12-08T15:44:58Z-
dc.date.available2014-12-08T15:44:58Z-
dc.date.issued2000-08-01en_US
dc.identifier.issn0733-9399en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)0733-9399(2000)126:8(839)en_US
dc.identifier.urihttp://hdl.handle.net/11536/30361-
dc.description.abstractIncreasing interest has focused on applying active control systems to civil engineering structures subjected to dynamic loading. This study presents an active pulse control algorithm, termed the adaptive neural structural active pulse (ANSAP) controller, to control civil engineering structures under dynamic loading. The ANSAP controller minimizes structural cumulative responses during earthquakes by applying active pulse control forces. The effect of pulses is assumed to be delayed until just before the next sampling time so that the control force can be calculated in time and applied; the newly developed control strategy circumvents the effect of time delay due to the computation time. The ANSAP controller also circumvents the difficulty of obtaining system parameters of a real structure for the algorithm for active structural control. Illustrative examples reveal significant reductions in cumulative structural responses, which demonstrates the feasibility of using the adaptive artificial network for controlling civil engineering structures under dynamic loading.en_US
dc.language.isoen_USen_US
dc.titleActive pulse structural control using artificial neural networksen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)0733-9399(2000)126:8(839)en_US
dc.identifier.journalJOURNAL OF ENGINEERING MECHANICS-ASCEen_US
dc.citation.volume126en_US
dc.citation.issue8en_US
dc.citation.spage839en_US
dc.citation.epage849en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000088370100008-
dc.citation.woscount13-
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