Explicit and implicit method in nonlinear seismic analysis

dc.contributor.authorNěmec, Ivancs
dc.contributor.authorŠtekbauer, Hynekcs
dc.contributor.authorGálová, Adélacs
dc.contributor.authorVlk, Zbyněkcs
dc.coverage.volume107cs
dc.date.accessioned2022-08-01T14:52:16Z
dc.date.available2022-08-01T14:52:16Z
dc.date.issued2017-05-21cs
dc.description.abstractThe paper deals with suitability of use of the explicit and implicit method in heavily nonlinear seismic analysis. Considering typical time of duration of earthquakes from several seconds to approximately twenty seconds, it would seem that use of the implicit method is definitely more suitable. The shape of accelerograms, however, requires quite short time steps. For the explicit method, on the other hand, very short time steps are required in order to obtain a stable solution. Both methods must be compared with respect to a heavily nonlinear response, typical for seismicity. Conclusions of the paper are made on the basis of detailed numerical study and may be very useful for practice.en
dc.formattextcs
dc.format.extent8cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationMATEC Web of Conferences. 2017, vol. 107, 8 p.en
dc.identifier.doi10.1051/matecconf/201710700066cs
dc.identifier.isbn9781510841147cs
dc.identifier.issn2261-236Xcs
dc.identifier.other145069cs
dc.identifier.urihttp://hdl.handle.net/11012/208214
dc.language.isoencs
dc.publisherEDP Sciencescs
dc.relation.ispartofMATEC Web of Conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2017/21/matecconf_dyn2017_00066/matecconf_dyn2017_00066.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2261-236X/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectexplicit methoden
dc.subjectimplicit methoden
dc.subjectseismicityen
dc.titleExplicit and implicit method in nonlinear seismic analysisen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-145069en
sync.item.dbtypeVAVen
sync.item.insts2023.01.19 20:52:28en
sync.item.modts2023.01.19 20:14:15en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
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