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  • The papaer deals with the dynamic response analysis of the block foundation a large reciprocating compressor destined for a plant in an earthquake endangered area. The computation model has been developed using finite element method of discretization. The soil-structure interaction has been considered by including the subsoil body into the model. Both steady state and transiet responses to forces due to unbalances have been computed by direct integration of equations of motion. Seismic response has been computed using the linear respoonse spectrum method. The essential results of computations are presented.
  • The papaer deals with the dynamic response analysis of the block foundation a large reciprocating compressor destined for a plant in an earthquake endangered area. The computation model has been developed using finite element method of discretization. The soil-structure interaction has been considered by including the subsoil body into the model. Both steady state and transiet responses to forces due to unbalances have been computed by direct integration of equations of motion. Seismic response has been computed using the linear respoonse spectrum method. The essential results of computations are presented. (en)
  • The papaer deals with the dynamic response analysis of the block foundation a large reciprocating compressor destined for a plant in an earthquake endangered area. The computation model has been developed using finite element method of discretization. The soil-structure interaction has been considered by including the subsoil body into the model. Both steady state and transiet responses to forces due to unbalances have been computed by direct integration of equations of motion. Seismic response has been computed using the linear respoonse spectrum method. The essential results of computations are presented. (cs)
Title
  • Dynamic response analysis of a compressor foundation
  • Dynamic response analysis of a compressor foundation (en)
  • Dynamic response analysis of a compressor foundation (cs)
skos:prefLabel
  • Dynamic response analysis of a compressor foundation
  • Dynamic response analysis of a compressor foundation (en)
  • Dynamic response analysis of a compressor foundation (cs)
skos:notation
  • RIV/00216305:26110/07:PU72296!RIV08-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 8-14
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 418410
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU72296
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Block foundation, reciprocating, compresor, unbalanced forces, vibration analysis, seismic response (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [50B556332CC4]
http://linked.open...v/mistoKonaniAkce
  • Sofie
http://linked.open...i/riv/mistoVydani
  • Sofie, Bulharsko
http://linked.open...i/riv/nazevZdroje
  • VSU 2007
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kanický, Viktor
  • Salajka, Vlastislav
  • Havlík, Pavel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-954-331-015-9
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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