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10 items by relevance
1 Conference paper

Identification of aeroelastic forces on bridge cables from full-scale measurements

Acampora, Antonio; Macdonald, J.H.G.; Georgakis, Christos

Evaces 2011 – Experimental Vibration Analysis for Civil Engineering Structures — 2011

and excitation from the deck and/or towers. Although some experiences have been done with full-scale measurements of inclined cables, many of the results available are based on wind tunnel tests and theoretical modelling. This paper presents results from full-scale measurements on the cables of the Øresund

Year: 2011

Language: English

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2 Conference paper

Identification of aeroelastic forces on twin bridge cables from full-scale measurements in skew winds

Acampora, Antonio; Macdonald, J.H.G.; Georgakis, Christos T.; Nikitas, N.

Proceedings of the 10th Uk Conference on Wind Engineering — 2012

of this paper is to identify the aeroelastic forces for in-plane and out-of-plane vibrations of bridge cables in dry conditions as in [2], but now for skewed winds. To achieve this, an output-only system identification employing the Eigenvalue Realisation Algorithm (ERA) [3] has been applied to selected

Year: 2012

Language: English

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3 Journal article

Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements

Acampora, Antonio; Georgakis, Christos T.; Macdonald, J.H.G.; Nikitas, N.

Journal of Wind Engineering and Industrial Aerodynamics — 2014, Volume 124, pp. 90-98

and excitation from the deck and/or towers. Although there have been many observations of large cable vibrations on bridges, there are relatively few cases of direct full-scale cable vibration and wind measurements, and most research has been based on wind tunnel tests and theoretical modelling.This paper

Year: 2014

Language: English

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