Engineering Mechanics

Proceedings Vol. 13 (2007)

ENGINEERING MECHANICS 2007

NATIONAL CONFERENCE WITH INTERNATIONAL PARTICIPATION
May 14 – 17, 2007, Svratka, Czech Republic

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Editors: Igor Zolotarev

ISBN 978-80-87012-06-2 (printed)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

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AEROELASTIC MODEL WITH AND WITHOUT THE FROUDE NUMBER

Pirner M., Fischer O., Urushadze Sh.
pages 221 - +6p., full text

Stress-ribbon footbridge is the pre-stressed concrete deck, which has the shape of a catenary. Four types of pre-stressed footbridges were investigated in the wind tunnels with modelled atmospheric boundary layer in the Aeronautical Research and Test Institute in Prague. The types differ in both torsion and bending stiffnesses. The last part of the research contributed to the discussion, whether or not the Froude number should be complied with.

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All papers were reviewed by members of the scientific committee.

Engineering Mechanics

International Conference

Proceedings Vol. 13 (2007)

ENGINEERING MECHANICS 2007