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Seismic ductility evaluation of large-scaled bridge piers by the Quasi-static and the pseudo-dynamic test

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dc.contributor.authorChung, Y.-
dc.contributor.authorPark, C.-
dc.contributor.authorPark, J.-
dc.date.accessioned2023-03-09T01:54:08Z-
dc.date.available2023-03-09T01:54:08Z-
dc.date.issued2003-05-
dc.identifier.issn0000-0000-
dc.identifier.urihttps://scholarworks.bwise.kr/cau/handle/2019.sw.cau/65691-
dc.description.abstract[No abstract available]-
dc.format.extent2-
dc.language영어-
dc.language.isoENG-
dc.publisherTechnical Chamber of Greece-
dc.titleSeismic ductility evaluation of large-scaled bridge piers by the Quasi-static and the pseudo-dynamic test-
dc.typeArticle-
dc.identifier.bibliographicCitationProceedings of the fib Symposium 2003: Concrete Structures in Seismic Regions, pp 320 - 321-
dc.description.isOpenAccessN-
dc.identifier.scopusid2-s2.0-85007295695-
dc.citation.endPage321-
dc.citation.startPage320-
dc.citation.titleProceedings of the fib Symposium 2003: Concrete Structures in Seismic Regions-
dc.type.docTypeConference Paper-
dc.subject.keywordAuthorCircular reintorced concrete bridge piers-
dc.subject.keywordAuthorLarge-scale test specimens-
dc.subject.keywordAuthorLimited confinement ratio-
dc.subject.keywordAuthorPseudo dynamic test-
dc.description.journalRegisteredClassscopus-
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