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Seismic analysis of a liquid storage tank with a baffle

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dc.contributor.authorGedikli, A.
dc.contributor.authorErgüven, M.E.
dc.contributor.ituauthorGedikli, Abdullah
dc.date.accessioned2026-01-26T03:56:52Z
dc.date.issued1999-05-01
dc.description.abstractThe effects of a rigid baffle on the seismic response of liquid in a rigid cylindrical tank are presented. A baffle is an additional structural element which supplies a kind of passive control on the effects of earthquake motion. Fluid motion is assumed to be irrotational, incompressible and inviscid. The method of superposition of modes has been implemented to compute the seismic response. The boundary element method is used to evaluate the natural modes of liquid in a cylindrical tank. Linearized free surface conditions have been taken into consideration.
dc.description.urihttps://doi.org/10.1006/jsvi.1999.2091
dc.description.urihttps://dx.doi.org/10.1006/jsvi.1999.2091
dc.identifier.doi10.1006/jsvi.1999.2091
dc.identifier.endpage155
dc.identifier.issn0022-460X
dc.identifier.openairedoi_dedup___::d8e18f7356c0977ef556fa38819f5dd2
dc.identifier.orcid0000-0002-3660-3634
dc.identifier.startpage141
dc.identifier.urihttps://hdl.handle.net/11527/59835
dc.identifier.volume223
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofJournal of Sound and Vibration
dc.rightsCLOSED
dc.titleSeismic analysis of a liquid storage tank with a baffle
dc.typeArticle
dspace.entity.typePublication
person.identifier.orcid0000-0002-3660-3634

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