2011
DOI: 10.1007/s11071-011-9958-9
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Dynamic instability of inclined cables under combined wind flow and support motion

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Cited by 71 publications
(34 citation statements)
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“…The common denominator of the papers in this sub-section, [68][69][70][71][72][73][74], is the presence of aeroelastic action which leads to problems of fluid-structure interaction known as galloping, usually treated within the quasi-steady approach in the dynamics of iced cables.…”
Section: Cablesmentioning
confidence: 99%
See 1 more Smart Citation
“…The common denominator of the papers in this sub-section, [68][69][70][71][72][73][74], is the presence of aeroelastic action which leads to problems of fluid-structure interaction known as galloping, usually treated within the quasi-steady approach in the dynamics of iced cables.…”
Section: Cablesmentioning
confidence: 99%
“…Reference [74] makes a remarkable attempt to study the interaction among three excitation sources (external, parametric, and self-excitation) on a reduced two DOF nonlinear model, able to describe the dynamic behavior of an inclined cable belonging to a cable-stayed bridge. The model of the cable is able to twist, and a sinusoidal vertical motion of given amplitude and frequency is imposed on the lower end, simulating the traffic on the deck.…”
Section: Cablesmentioning
confidence: 99%
“…Besides nonlinear dynamic analysis, exact static equations considering also the Poisson effect are obtained in [15], where a numerical procedure is suggested in the case of a generic load, while the catenary solution is evaluated when the sole weight is applied. Furthermore, inclined cables are the object of attention for researchers analyzing combined dynamic excitation, as a result of, for example, steady wind-inducing galloping and/or base motion [16][17][18][19][20], while a consistent model of a cable-beam to take into account the swing and the twist of iced cables under steady wind is presented in [21][22][23]. Perturbation methods are extensively used in [24,25] for the dynamic control of taut stings and in [26] for nonlinear dynamic analysis of suspended cables.…”
Section: Introductionmentioning
confidence: 99%
“…Well-known studies on this dynamic stability problem have been presented by Bolotin [3], Fryba [4], Luongo [5][6][7][8] and Piccardo and his coworkers [9][10][11][12][13][14].…”
Section: Introductionmentioning
confidence: 99%