000012506 001__ 12506
000012506 005__ 20160816141449.0
000012506 04107 $$aeng
000012506 046__ $$k2016-05-09
000012506 100__ $$aUzny, S.
000012506 24500 $$aINFLUENCE OF AMPLITUDE ON FREE VIBRATION FREQUENCY OF A PARTIALLY TENSIONED COLUMN

000012506 24630 $$n22.$$pEngineering Mechanics 2016
000012506 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000012506 506__ $$arestricted
000012506 520__ $$2eng$$aThe non-linear vibrations of a slender system subjected to an external force applied between the elements of a structure are discussed in this paper. The boundary problem has been formulated on the basis of Hamilton’s principle and the small parameter method. Taking into account the solution of the boundary problem, the parameter describing the relation between the amplitude and natural vibration frequency has been obtained. In the presented investigations, only the first vibration frequency is discussed. The numerical simulations of the vibration frequencies are done for variable location of the external load.

000012506 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012506 653__ $$aNon-linear column, natural vibration, amplitude, instability.

000012506 7112_ $$aEngineering Mechanics 2016$$cSvratka, CZ$$d2016-05-09 / 2016-05-12$$gEM2016
000012506 720__ $$aUzny, S.$$iSokol, K.$$iOsadnik, M.
000012506 8560_ $$ffischerc@itam.cas.cz
000012506 8564_ $$s230988$$uhttps://invenio.itam.cas.cz/record/12506/files/136bo_p_dyn.pdf$$yOriginal version of the author's contribution as presented on CD, id 136, section DYN.
000012506 962__ $$r12369
000012506 980__ $$aPAPER