A classical time integration method applied for solution of nonlinear equations of a double-layer tensegrity

The paper aims to investigate the nonlinear geometrical behavior of a tensegrity structure subject to dynamic loading in the time domain. The geometric nonlinearity is considered here with the aid of a simple set of equations, based on the Finite Element Method, but using nodal positions rather than...

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Vydané v:	Journal of the Brazilian Society of Mechanical Sciences and Engineering Ročník 35; číslo 1; s. 41 - 50
Hlavní autori:	Greco, Marcelo, Ferreira, Ivone Passos, Barros, Felício Bruzzi
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Berlin/Heidelberg Springer-Verlag 01.03.2013
Predmet:	Engineering Mechanical Engineering Technical Paper Positional formulation Time integration algorithm Tensegrity structures Dynamics Nonlinear analysis
ISSN:	1678-5878, 1806-3691
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