000001694 001__ 1694 000001694 005__ 20141118153458.0 000001694 04107 $$acze 000001694 046__ $$k2007-05-14 000001694 100__ $$aPirner, M. 000001694 24500 $$aAEROELASTIC MODEL WITH AND WITHOUT THE FROUDE NUMBER 000001694 24630 $$n13$$pEngineering Mechanics 2007 000001694 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Prague 000001694 506__ $$arestricted 000001694 520__ $$2eng$$aStress-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. 000001694 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000001694 653__ $$a 000001694 7112_ $$aEngineering Mechanics 2007$$cSvratka (CZ)$$d2007-05-14 / 2007-05-17$$gEM2007 000001694 720__ $$aPirner, M.$$iUrushadze, Sh.$$iFischer, O. 000001694 8560_ $$ffischerc@itam.cas.cz 000001694 8564_ $$s618813$$uhttps://invenio.itam.cas.cz/record/1694/files/109-Pirner-PT.pdf$$y Original version of the author's contribution as presented on CD, . 000001694 962__ $$r1585 000001694 980__ $$aPAPER