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1.	Original version of the author's contribution in proceedings, page , section DYN.: PDF Influence of rotational stiffness of support of a partially tensioned column on its free vibrations Uzny, S. ; Osadnik, M. In this paper the theoretical and numerical studies on transversal vibrations of partially Detailed record - Similar records
2.	Original version of the author's contribution in proceedings, page 1006, section SOL.: PDF INFLUENCE OF LONGITUDINAL ELASTIC SUPPORT ON STABILITY OF A PARTIALLY TENSIONED COLUMN Uzny, S. ; Osadnik, M. The paper presents the results of theoretical and numerical research on the stability of a partially tensioned column subjected to the Euler's load which is an external f [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 850021_1.pdf.: PDF Linear and nonlinear vibrations control of a two member column by means of piezoceramic element Sokół, Krzysztof ; Uzny, Sebastian Vibrations, Instability, Vibration control, Piezoceramic. Detailed record - Similar records
4.	Original version of the author's contribution as presented on USB, paper 850036_1.pdf.: PDF The Bernoulli-Euler and Timoshenko theories in the context of research on the characteristic curves of column with different boundary conditions Uzny, Sebastian ; Sokół, Krzysztof Vibrations, Instability. Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, id 124, section DYN.: PDF STABILITY OF A DAMAGED SLENDER STRUCUTRE LOADED BY A FORCE DIRECTED TOWARDS A POSITIVE POLE Sokol, K. ; Uzny, S. This paper presents the results of numerical simulations and theoretical studies on the natural vibration frequency and instability of a slender system, which is loaded b [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, id 136, section DYN.: PDF INFLUENCE OF AMPLITUDE ON FREE VIBRATION FREQUENCY OF A PARTIALLY TENSIONED COLUMN Uzny, S. ; Osadnik, M. The 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 [...] Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 157.: PDF BIFURCATION LOAD OF A COLUMN COMPOSED OF PIPE AND ROD WITH TWO-PARAMETRIC ELASTIC ELEMENT Uzny, S. In this paper the slender system subjected to Euler’s load has been presented. Considered system is composed of two elements: pipe and rod. The rod is mounted concentri [...] Detailed record - Similar records

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