000004228 001__ 4228
000004228 005__ 20141118185751.0
000004228 04107 $$acze
000004228 046__ $$k2005-05-31
000004228 100__ $$aBorri, Claudio
000004228 24500 $$aLarge Suspension Bridges to Withstand Wind Loading

000004228 24630 $$n10.$$pProceedings of the Tenth Americas Conference on Wind Engineering
000004228 260__ $$bAmerican Association for Wind Engineering, 2005
000004228 506__ $$arestricted
000004228 520__ $$2eng$$aSuspension bridges are the current technical solution adopted to overcome long distances. In this paper, the traditional suspension scheme is compared with a different technical solution providing additional structural resources thanks to a system of cables with opposed curvature. Favorable effects of this scheme are evidenced, concerning wind resistance, regarding to serviceability conditions. Dynamic analyses in time domain are performed, within a FE framework capable to take into account structural nonlinearities and dynamic wind loads. 

000004228 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004228 653__ $$aSuspension Bridges, Structural schemes, Aeroelasticity, Numerical Simulations, Indicial functions

000004228 7112_ $$aTenth Americas Conference on Wind Engineering$$cBaton Rouge, Louisiana (US)$$d2005-05-31 / 2005-06-04$$g10ACWE
000004228 720__ $$aBorri, Claudio$$iCosta, Carlotta$$iMajowiecki, Massimo$$iSalvatori, Luca
000004228 8560_ $$ffischerc@itam.cas.cz
000004228 8564_ $$s203028$$uhttps://invenio.itam.cas.cz/record/4228/files/055-Borri.pdf$$yOriginal version of the author's contribution as presented on CD, , paper No. 055.
000004228 962__ $$r4178
000004228 980__ $$aPAPER