Detail publikace

Experimental approach of the single pedestrian induced excitation

KALA, J. BAJER, M. BARNAT, J. SMUTNÝ, J.

Originální název

Experimental approach of the single pedestrian induced excitation

Anglický název

Experimental approach of the single pedestrian induced excitation

Jazyk

en

Originální abstrakt

Pedestrian-induced vibrations are a criterion for serviceability. This loading is significant for light-weight footbridge structures, but was established as a basic loading for the ceilings of various ordinary buildings. Wide variations of this action exist. To verify the different conclusions of various authors, vertical pressure measurements invoked during walking were performed. In the article the approaches of different design codes are also shown.

Anglický abstrakt

Pedestrian-induced vibrations are a criterion for serviceability. This loading is significant for light-weight footbridge structures, but was established as a basic loading for the ceilings of various ordinary buildings. Wide variations of this action exist. To verify the different conclusions of various authors, vertical pressure measurements invoked during walking were performed. In the article the approaches of different design codes are also shown.

Dokumenty

BibTex 


@article{BUT50258,
  author="Jiří {Kala} and Miroslav {Bajer} and Jan {Barnat} and Jaroslav {Smutný}",
  title="Experimental approach of the single pedestrian induced excitation",
  annote="Pedestrian-induced vibrations are a criterion for serviceability. This loading is significant for light-weight footbridge structures, but was established as a basic loading for the ceilings of various ordinary buildings. Wide variations of this action exist. To verify the different conclusions of various authors, vertical pressure measurements invoked during walking were performed. In the article the approaches of different design codes are also shown.",
  chapter="50258",
  journal="Slovak Journal of Civil Emgineering",
  number="4",
  volume="18",
  year="2010",
  month="november",
  pages="14--20",
  type="journal article - other"
}