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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Bibliographic Details
Published in:	Journal of the Brazilian Society of Mechanical Sciences and Engineering Vol. 35; no. 1; pp. 41 - 50
Main Authors:	Greco, Marcelo, Ferreira, Ivone Passos, Barros, Felício Bruzzi
Format:	Journal Article
Language:	English
Published:	Berlin/Heidelberg Springer-Verlag 01.03.2013
Subjects:	Engineering Mechanical Engineering Technical Paper Positional formulation Time integration algorithm Tensegrity structures Dynamics Nonlinear analysis
ISSN:	1678-5878, 1806-3691
Online Access:	Get full text
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