Detail publikačního výsledku

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

Druh

Článek recenzovaný mimo WoS a Scopus

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.

Klíčová slova

Serviceability, Pedestrian action, Numerical analysis.

Klíčová slova v angličtině

Serviceability, Pedestrian action, Numerical analysis.

Autoři

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

Rok RIV

2011

Vydáno

22.11.2010

Místo

Slovenská republika

ISSN

1210-3896

Periodikum

Slovak Journal of Civil Engineering

Svazek

18

Číslo

4

Stát

Slovenská republika

Strany od

14

Strany do

20

Strany počet

7

BibTex

@article{BUT50258,
  author="Jiří {Kala} and Miroslav {Bajer} and Jan {Barnat} and Jaroslav {Smutný}",
  title="Experimental approach of the single pedestrian induced excitation",
  journal="Slovak Journal of Civil Engineering",
  year="2010",
  volume="18",
  number="4",
  pages="14--20",
  issn="1210-3896"
}