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Description
  • This paper deals with the application of an elastic elastomer layer at foundation base level in order to eliminate excessive vibrations propagating to the assessed building through the geological environment from an underground railway station structure. The dominant vibrations propagate as non-stationary vibrations through the subsoil from the tube structure in the close vicinity of the analysed building structure. For response analysis, the measured time histories in the construction area were selected and then the typical response was used as an input for a dynamic analysis of the structure. The solution of vibration transfer from the subsoil to the structure is demonstrated using the example of a multi-storey reinforced concrete building, founded on a dual foundation plate. An anti-vibration layer of rubber has been designed between the two plates.
  • This paper deals with the application of an elastic elastomer layer at foundation base level in order to eliminate excessive vibrations propagating to the assessed building through the geological environment from an underground railway station structure. The dominant vibrations propagate as non-stationary vibrations through the subsoil from the tube structure in the close vicinity of the analysed building structure. For response analysis, the measured time histories in the construction area were selected and then the typical response was used as an input for a dynamic analysis of the structure. The solution of vibration transfer from the subsoil to the structure is demonstrated using the example of a multi-storey reinforced concrete building, founded on a dual foundation plate. An anti-vibration layer of rubber has been designed between the two plates. (en)
Title
  • Vibrobase Insulation of a Building Excited by the Technical Seismicity Effect of Tube Railway Operation
  • Vibrobase Insulation of a Building Excited by the Technical Seismicity Effect of Tube Railway Operation (en)
skos:prefLabel
  • Vibrobase Insulation of a Building Excited by the Technical Seismicity Effect of Tube Railway Operation
  • Vibrobase Insulation of a Building Excited by the Technical Seismicity Effect of Tube Railway Operation (en)
skos:notation
  • RIV/68407700:21610/11:00191759!RIV12-GA0-21610___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP105/11/1580)
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
  • 238363
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21610/11:00191759
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Technical seismicity; Vibro-base isolation; Elastomer; Dynamic analysis; Response prognosis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [A055998A1F77]
http://linked.open...v/mistoKonaniAkce
  • Chianciano Terme
http://linked.open...i/riv/mistoVydani
  • Boston
http://linked.open...i/riv/nazevZdroje
  • Earthquake Resistant Engineering Structures VIII
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Makovička, D. jr.
  • Makovička, Daniel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 1746-4498
number of pages
http://purl.org/ne...btex#hasPublisher
  • WIT Press
https://schema.org/isbn
  • 978-1-84564-548-9
http://localhost/t...ganizacniJednotka
  • 21610
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