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KALA, J. BAJER, M. BARNAT, J. SMUTNÝ, J.
Originální název
Experimental approach of the single pedestrian induced excitation
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
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.
Klíčová slova
Serviceability, Pedestrian action, Numerical analysis.
Autoři
KALA, J.; BAJER, M.; BARNAT, J.; SMUTNÝ, J.
Rok RIV
2010
Vydáno
22. 11. 2010
Místo
Slovenská republika
ISSN
1210-3896
Periodikum
Slovak Journal of Civil Emgineering
Ročník
18
Číslo
4
Stát
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 Emgineering", year="2010", volume="18", number="4", pages="14--20", issn="1210-3896" }