Seismic Protection of Nonlinear Coupled Bridge Systems Using Semi-active Dampers

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dc.contributor.authorJung, Hyung-Joko
dc.contributor.authorAnat Ruangrassameeko
dc.contributor.authorKazuhiko Kawashimako
dc.contributor.authorBillie F. Spencer, Jrko
dc.contributor.authorLee, In-Wonko
dc.date.accessioned2013-03-03T16:49:09Z-
dc.date.available2013-03-03T16:49:09Z-
dc.date.created2012-02-06-
dc.date.created2012-02-06-
dc.date.issued2002-
dc.identifier.citationKSCE JOURNAL OF CIVIL ENGINEERING, v.6, no.1, pp.47 - 60-
dc.identifier.issn1226-7988-
dc.identifier.urihttp://hdl.handle.net/10203/79542-
dc.description.abstractUnder strong ground excitation, a bridge may experience inelastic deformation induced by hysteretic behavior at a plastic hinge of a pier and pounding between the two decks. In this study, the semi-active control strategy using the clipped optimal control algorithm is extended to control a nonlinear coupled bridge system. The nonlinearity caused by plastic deformation of piers is considered in analysis, and the effectiveness of the clipped optimal control is presented.-
dc.languageEnglish-
dc.publisherSpringer-
dc.titleSeismic Protection of Nonlinear Coupled Bridge Systems Using Semi-active Dampers-
dc.typeArticle-
dc.type.rimsART-
dc.citation.volume6-
dc.citation.issue1-
dc.citation.beginningpage47-
dc.citation.endingpage60-
dc.citation.publicationnameKSCE JOURNAL OF CIVIL ENGINEERING-
dc.contributor.localauthorJung, Hyung-Jo-
dc.contributor.nonIdAuthorAnat Ruangrassamee-
dc.contributor.nonIdAuthorKazuhiko Kawashima-
dc.contributor.nonIdAuthorBillie F. Spencer, Jr-
dc.contributor.nonIdAuthorLee, In-Won-
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CE-Journal Papers(저널논문)
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