About: Effect of Vibro-insulation on Restriction of Vibration Transfer from Subsoil into the Building     Goto   Sponge   NotDistinct   Permalink

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Description
  • 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. Two 3-D numerical models of the building take into account the individual storeys, firstly together with the lay-out of the rubber distribution in the foundation part and secondly without this rubber part. 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. Two 3-D numerical models of the building take into account the individual storeys, firstly together with the lay-out of the rubber distribution in the foundation part and secondly without this rubber part. 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. (en)
Title
  • Effect of Vibro-insulation on Restriction of Vibration Transfer from Subsoil into the Building
  • Effect of Vibro-insulation on Restriction of Vibration Transfer from Subsoil into the Building (en)
skos:prefLabel
  • Effect of Vibro-insulation on Restriction of Vibration Transfer from Subsoil into the Building
  • Effect of Vibro-insulation on Restriction of Vibration Transfer from Subsoil into the Building (en)
skos:notation
  • RIV/68407700:21610/11:00180644!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
  • 196558
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21610/11:00180644
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • technical seismicity; insulation; building; dynamic analysis; response prognosis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [3AA56681B3BD]
http://linked.open...v/mistoKonaniAkce
  • Svartka
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Engineering Mechanics 2011
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
number of pages
http://purl.org/ne...btex#hasPublisher
  • Ústav termomechaniky AV ČR
https://schema.org/isbn
  • 978-80-87012-33-8
http://localhost/t...ganizacniJednotka
  • 21610
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