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dc.contributor.authorHradil, Petr
dc.contributor.authorKaláb, Zdeněk
dc.contributor.authorKnejzlík, Jaromír
dc.contributor.authorKořínek, Robert
dc.contributor.authorSalajka, Vlastislav
dc.contributor.authorKanický, Viktor
dc.date.accessioned2009-11-24T14:27:22Z
dc.date.available2009-11-24T14:27:22Z
dc.date.issued2009
dc.identifier.citationActa Montanistica Slovaca. 2009, roč. 14, č. 2, s. 143-151.en
dc.identifier.issn1335-1788
dc.identifier.urihttp://hdl.handle.net/10084/76729
dc.description.abstractA dynamic behaviour of technological structures and buildings under a non-stationary dynamic loading is investigated by technical seismicity. The solution of this problem is based on field seismic measurements using a specific source of technical seismicity induced by the mining activity in the area under study (Karviná region in the Czech Republic). Finite element models are prepared for computer analyses of seismic responses of measured structures. The twelve-storey panel residential building was selected for the seismic analysis as a representative structure.en
dc.language.isoenen
dc.publisherTechnická univerzita Košiceen
dc.relation.ispartofseriesActa Montanistica Slovacaen
dc.relation.urihttp://actamont.tuke.sk/pdf/2009/n2/2hradil.pdfen
dc.subjectmining seismicityen
dc.subjectmathematical modelingen
dc.subjectseismic responseen
dc.titleResponse of a panel building to mining induced seismicity in Karvina area (Czech Republic)en
dc.typearticleen
dc.identifier.locationNení ve fondu ÚKen
dc.identifier.wos000271413600002


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