Proceedings Vol. 13 (2007)

ENGINEERING MECHANICS 2007
NATIONAL CONFERENCE WITH INTERNATIONAL PARTICIPATION
May 14 – 17, 2007, Svratka, Czech Republic
;
May 14 – 17, 2007, Svratka, Czech Republic
Editors: Igor Zolotarev
Copyright © 2007 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISBN 978-80-87012-06-2 (printed)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
AEROELASTIC MODEL WITH AND WITHOUT THE FROUDE NUMBER
Pirner M., Fischer O., Urushadze Sh.
pages 221 - +6p., full text
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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Text and facts may be copied and used freely, but credit should be given to these Proceedings.
All papers were reviewed by members of the scientific committee.