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Dynamic response of a rectangular plate-column system on a tensionless elastic foundation

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dc.contributor.authorGüler, Kadir
dc.contributor.authorCelep, Zekai
dc.contributor.ituauthorGüler, Kadir
dc.date.accessioned2026-01-31T11:14:52Z
dc.date.issued2006-01-01
dc.description.abstractResponse of a plate-column system having five-degree-of-freedom supported by an elastic foundation and subjected to static lateral load and earthquake motion is studied. Two Winkler foundation models are assumed: a conventional and a tensionless model. The governing equations of the problem are obtained, solved numerically and the results are presented in figures to demonstrate the behaviour of the system comparatively for the two types of Winkler foundation models.
dc.description.urihttps://doi.org/10.1007/978-1-4020-5401-3_33
dc.description.urihttps://dx.doi.org/10.1007/978-1-4020-5401-3_33
dc.identifier.doi10.1007/978-1-4020-5401-3_33
dc.identifier.openairedoi_dedup___::ee3b4f899205121d533e3e7ac01e5398
dc.identifier.orcid0000-0002-2883-8134
dc.identifier.orcid0000-0002-5246-9818
dc.identifier.urihttps://hdl.handle.net/11527/69925
dc.language.isoeng
dc.publisherSpringer Netherlands
dc.rightsCLOSED
dc.titleDynamic response of a rectangular plate-column system on a tensionless elastic foundation
dc.typeBook Part
dspace.entity.typePublication
person.identifier.orcid0000-0002-2883-8134

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