000003923 001__ 3923
000003923 005__ 20141118153342.0
000003923 04107 $$acze
000003923 046__ $$k2009-05-11
000003923 100__ $$aKrál, J.
000003923 24500 $$aAeroelastic balance for tall building model tests

000003923 24630 $$n15.$$pEngineering Mechanics 2009
000003923 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague
000003923 506__ $$arestricted
000003923 520__ $$2eng$$aAn aeroelastic balance has served as an effective tool for the response prediction of tall buildings. A three-degree of freedom aeroelastic balance were designed and manufactured. Model tests of the stiff building model and the aeroelastic balance system were performed in a boundary layer wind tunnel. The mean and standard deviation of base bending moments were presented as a function of the wind direction. Root-mean-square coefficients of base bending moments were calculated from the response of the Shiran Tower building in the period of strong winds and compared with the results of the model tests.

000003923 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003923 653__ $$a

000003923 7112_ $$aEngineering Mechanics 2009$$cSvratka (CZ)$$d2009-05-11 / 2009-05-14$$gEM2009
000003923 720__ $$aKrál, J.
000003923 8560_ $$ffischerc@itam.cas.cz
000003923 8564_ $$s203688$$uhttps://invenio.itam.cas.cz/record/3923/files/Kral-227-PT.pdf$$y
             Original version of the author's contribution as presented on CD, 227.
            
000003923 962__ $$r3852
000003923 980__ $$aPAPER