Publication result detail

Experimental approach of the single pedestrian induced excitation

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

Original Title

Experimental approach of the single pedestrian induced excitation

English Title

Experimental approach of the single pedestrian induced excitation

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

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.

English abstract

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.

Keywords

Serviceability, Pedestrian action, Numerical analysis.

Key words in English

Serviceability, Pedestrian action, Numerical analysis.

Authors

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

RIV year

2011

Released

22.11.2010

Location

Slovenská republika

ISBN

1210-3896

Periodical

Slovak Journal of Civil Engineering

Volume

18

Number

4

State

Slovak Republic

Pages from

14

Pages to

20

Pages count

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"
}