Stability of two-degrees-of-freedom aero-elastic models with frequency and time variable parametric self-induced forces

淡江大學機構典藏 > 工學院 > 建築學系暨研究所 > 期刊論文 > Item 987654321/104294

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Title:	Stability of two-degrees-of-freedom aero-elastic models with frequency and time variable parametric self-induced forces
Authors:	Jiří Náprstek;Stanislav Pospíšil;Jong-Dar Yau
Keywords:	Aero-elastic system;Self-excited vibration;Dynamic stability;Routh–Hurwitz conditions;Flutter derivatives;Divergence
Date:	2015-08-01
Issue Date:	2016-01-06 10:54:31 (UTC+8)
Abstract:	The lowest critical state of slender systems representing long suspension bridges can be investigated using two degree of freedom linear models. Initially, the neutral model with aero-elastic forces treated as constants can be used and such approach works well on the theoretical level. However, because time dependency is neglected, it is naturally limited to the very close neighbourhood of the bifurcation point. Thus, an approach using aero-elastic coefficients known as flutter derivatives was introduced in the past. The present paper combines these models together on one common basis and establishes linkage to avoid the time–frequency duality. The stability limits are analysed by means of the generalized Routh–Hurwitz approach and Liénard theorems. Some examples of bridge stability analyses are provided using experimentally ascertained or literature based data.
Relation:	Journal of Fluids and Structures 57, pp.91-107
DOI:	10.1016/j.jfluidstructs.2015.05.010
Appears in Collections:	[建築學系暨研究所] 期刊論文

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