| dc.contributor.author | Havlík, Pavel | |
| dc.date.accessioned | 2007-12-17T06:17:45Z | |
| dc.date.available | 2007-12-17T06:17:45Z | |
| dc.date.issued | 2007 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2007, roč. 7, č. 2, s. 67-76 : il. | en |
| dc.identifier.issn | 1213-1962 | en |
| dc.identifier.uri | http://hdl.handle.net/10084/64462 | |
| dc.description.abstract | Dynamic 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.language.iso | en | en |
| dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | en |
| dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | en |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.subject | dynamic response analysis | |
| dc.subject | numerical analysis | |
| dc.title | Dynamic response analysis of a table top compressor foundation | en |
| dc.title.alternative | Analýza dynamické odezvy základů pro compresor | en |
| dc.type | article | en |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |