000003645 001__ 3645 000003645 005__ 20141118153352.0 000003645 04107 $$acze 000003645 046__ $$k2013-05-13 000003645 100__ $$aŠána, V. 000003645 24500 $$aTRANSVERSE VIBRATING BEAM LOADED BY MOVING LOAD 000003645 24630 $$n19.$$pEngineering Mechanics 2013 000003645 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha 000003645 506__ $$arestricted 000003645 520__ $$2eng$$aSimplest model for prediction effects of pedestrians to the structures is the harmonic force, which is fitted in the most efficient point on the pedestrian bridge. This article is focused on alternative modeling of human – structure interaction. 000003645 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000003645 653__ $$avibrating beam, moving load, Finite Difference Method. 000003645 7112_ $$aEngineering Mechanics 2013$$cSvratka (CZ)$$d2013-05-13 / 2013-05-16$$gEM2013 000003645 720__ $$aŠána, V.$$iPolák, M. 000003645 8560_ $$ffischerc@itam.cas.cz 000003645 8564_ $$s332078$$uhttps://invenio.itam.cas.cz/record/3645/files/025_Sana_V-FT.pdf$$y Original version of the author's contribution as presented on CD, DYN. 000003645 962__ $$r3632 000003645 980__ $$aPAPER