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  • By sitting of a building in the vicinity of underground tube structure it is necessary to analyze the effect of excited groundborne vibration. This vibration as a technical seismicity propagates through subsoil to the building foundations in the vicinity of the source. The solution of vibration transferis demonstrated using the example of a multistorey reinforced concrete building, founded on large diameter piles. The actual history of dynamic load measured on the pile heads was used as an input data for vibro-base insulation design and dynamic analysis of the structure.
  • By sitting of a building in the vicinity of underground tube structure it is necessary to analyze the effect of excited groundborne vibration. This vibration as a technical seismicity propagates through subsoil to the building foundations in the vicinity of the source. The solution of vibration transferis demonstrated using the example of a multistorey reinforced concrete building, founded on large diameter piles. The actual history of dynamic load measured on the pile heads was used as an input data for vibro-base insulation design and dynamic analysis of the structure. (en)
Title
  • Response Analysis of Building Loaded by Groundborne Transient Vibration
  • Response Analysis of Building Loaded by Groundborne Transient Vibration (en)
skos:prefLabel
  • Response Analysis of Building Loaded by Groundborne Transient Vibration
  • Response Analysis of Building Loaded by Groundborne Transient Vibration (en)
skos:notation
  • RIV/68407700:21610/06:00123392!RIV11-GA0-21610___
http://linked.open...avai/riv/aktivita
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  • P(GA103/06/1521)
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  • 497400
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  • RIV/68407700:21610/06:00123392
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  • analysis; dynamic load; insulation; measurement; structure response (en)
http://linked.open.../riv/klicoveSlovo
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  • [BA9817728B69]
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  • Lisabon
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  • Lisboa
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  • Proceedings of III-rd European Conference on Computational Mechanics
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  • Makovička, D. jr.
  • Makovička, Daniel
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • Technical University of Lisbon
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  • 1-4020-4994-3
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  • 21610
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