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Description
  • Vibrations caused by road or railway vehicles running on surface or underground roads or tracks spread through the subsoil into surrounding building structures. These vibrations usually pose no treat to the safety of the structures, but they may limit the use of devices sensitive to vibrations in the buildings. An elastic foundation for the whole structure on a compliant rubber layer inserted in the foundation structure is a solution that restricts the transfer of vibrations into the buildings. An example of the reinforced concrete structure of a building is used here to illustrate the efficiency of using a rubber layer in the footing bottom in order to reduce the propagation of vibrations into the building below the level observed in an unsprung building structure when it is loaded by vibrations induced by traffic.
  • Vibrations caused by road or railway vehicles running on surface or underground roads or tracks spread through the subsoil into surrounding building structures. These vibrations usually pose no treat to the safety of the structures, but they may limit the use of devices sensitive to vibrations in the buildings. An elastic foundation for the whole structure on a compliant rubber layer inserted in the foundation structure is a solution that restricts the transfer of vibrations into the buildings. An example of the reinforced concrete structure of a building is used here to illustrate the efficiency of using a rubber layer in the footing bottom in order to reduce the propagation of vibrations into the building below the level observed in an unsprung building structure when it is loaded by vibrations induced by traffic. (en)
Title
  • Springing of Building Structure in Order to Eliminate Traffic Vibrations
  • Springing of Building Structure in Order to Eliminate Traffic Vibrations (en)
skos:prefLabel
  • Springing of Building Structure in Order to Eliminate Traffic Vibrations
  • Springing of Building Structure in Order to Eliminate Traffic Vibrations (en)
skos:notation
  • RIV/68407700:21610/11:00191517!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
  • 231689
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21610/11:00191517
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Building structure; Transport effects; Vibroprotection; Dynamic response (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [AF1F320BA701]
http://linked.open...v/mistoKonaniAkce
  • Leuven
http://linked.open...i/riv/mistoVydani
  • Leuven
http://linked.open...i/riv/nazevZdroje
  • EURODYN 2011: Proceedings of the 8th International Conference on Structural Dynamics
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
  • Katholieke Universiteit
https://schema.org/isbn
  • 9789076019314
http://localhost/t...ganizacniJednotka
  • 21610
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