A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings

In this paper, an equivalent one-dimensional beam model immersed in a three-dimensional space is proposed to study the aeroelastic behavior of tower buildings: linear and nonlinear dynamics are analyzed through a simple but realistic physical modeling of the structure and of the load. The beam is in...

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Vydané v:	Zeitschrift für angewandte Mathematik und Physik Ročník 66; číslo 4; s. 1895 - 1913
Hlavní autori:	Piccardo, G., Tubino, F., Luongo, A.
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Basel Springer Basel 01.08.2015
Predmet:	Beams (structural) Dynamical systems Engineering Galloping Homogenizing Mathematical Methods in Physics Mathematical models Nonlinear dynamics Nonlinearity Theoretical and Applied Mechanics Towers 74Hxx 74H10 Equivalent beam model Perturbation approach 74H60 Homogenization procedure Aeroelastic instability 74-xx
ISSN:	0044-2275, 1420-9039
On-line prístup:	Získať plný text
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