Dynamic response analysis of a table top compressor foundation

dc.contributor.authorHavlík, Pavel
dc.date.accessioned2007-12-17T06:17:45Z
dc.date.available2007-12-17T06:17:45Z
dc.date.issued2007
dc.description.abstractDynamic response analysis of a table top type foundation for a large centrifugal compressor destined for a plant in an earthquake endangered area has been carried out using FE computation model. The soil-structure interaction has been considered by including the subsoil body into the model. The foundation design has been optimized with respect to severe restrictions of vibration intensity. Both steady state and transient responses to forces due to unbalances have been computed. Seismic response has been computed using the linear response spectrum method.
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2007, roč. 7, č. 2, s. 67-76 : il.en
dc.identifier.issn1213-1962en
dc.identifier.urihttp://hdl.handle.net/10084/64462
dc.language.isoenen
dc.publisherVysoká škola báňská - Technická univerzita Ostravaen
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebníen
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rights.accessopenAccess
dc.subjectdynamic response analysis
dc.subjectnumerical analysis
dc.titleDynamic response analysis of a table top compressor foundationen
dc.title.alternativeAnalýza dynamické odezvy základů pro compresoren
dc.typearticleen
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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