DC Field | Value | Language |
---|---|---|
dc.contributor.author | Jung, Hyung-Jo | ko |
dc.contributor.author | Anat Ruangrassamee | ko |
dc.contributor.author | Kazuhiko Kawashima | ko |
dc.contributor.author | Billie F. Spencer, Jr | ko |
dc.contributor.author | Lee, In-Won | ko |
dc.date.accessioned | 2013-03-03T16:49:09Z | - |
dc.date.available | 2013-03-03T16:49:09Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2002 | - |
dc.identifier.citation | KSCE JOURNAL OF CIVIL ENGINEERING, v.6, no.1, pp.47 - 60 | - |
dc.identifier.issn | 1226-7988 | - |
dc.identifier.uri | http://hdl.handle.net/10203/79542 | - |
dc.description.abstract | Under 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.language | English | - |
dc.publisher | Springer | - |
dc.title | Seismic Protection of Nonlinear Coupled Bridge Systems Using Semi-active Dampers | - |
dc.type | Article | - |
dc.type.rims | ART | - |
dc.citation.volume | 6 | - |
dc.citation.issue | 1 | - |
dc.citation.beginningpage | 47 | - |
dc.citation.endingpage | 60 | - |
dc.citation.publicationname | KSCE JOURNAL OF CIVIL ENGINEERING | - |
dc.contributor.localauthor | Jung, Hyung-Jo | - |
dc.contributor.nonIdAuthor | Anat Ruangrassamee | - |
dc.contributor.nonIdAuthor | Kazuhiko Kawashima | - |
dc.contributor.nonIdAuthor | Billie F. Spencer, Jr | - |
dc.contributor.nonIdAuthor | Lee, In-Won | - |
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