Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
In the present paper, a Green's matrix used to solve vibration problems of Timoshenko beams is determined. The problem formulation includes beam vibrations which are described by differential equations with variable parameters. To determine the Green's matrix, the power series method was used.
Słowa kluczowe
Rocznik
Tom
Strony
243--248
Opis fizyczny
Bibliogr. 6 poz.
Twórcy
autor
- Institute of Mathematics, Czestochowa University of Technology, Poland, izabela.zamorska@im.pcz.pl
Bibliografia
- [1] Leung A.Y.T., Zhou W.E., Dynamic stiffness analysis of non-uniform Timoshenko beams, Journal of Sound and Vibration 1995, 181(3), 447-456.
- [2] Si Yuan, Kangsheng Ye, Cheng Xiao, F.W. Williams, D. Kennedy, Exact dynamic stiffness method for non-uniform Timoshenko beam vibrations and Bernoulli - Euler column buckling, Journal of Sound and Vibrations 2007, 303, 526-537.
- [3] Esmailzadeh E., Ohadi A.R., Vibration and stability analysis of non-uniform Timoshenko beams under axia and distributed tangential loads, Journal of Sound and Vibrations 2000, 236(3), 443-456.
- [4] Sen Young Lee, Shueei Muh Lin, Exact vibration solutions for non-uniform Timoshenko beams with attachments, AIAA Journal 1992, 30(12).
- [5] Ruta P., The application of Chebyshev polynomials to the solution of the nonprismatic Timoshenko beam vibration problem, Journal of Sound and Vibrations 2006, 296, 243-269.
- [6] Kukla S., Dynamiczne funkcje Greena w analizie drgań własnych ciągłych i dyskretno-ciągłych układów mechanicznych, Monografie 64,Wydawnictwo Politechniki Częstochowskiej, Częstochowa 1999.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPC6-0016-0027