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contributor authorNguyen Cung H.;Macdonald John H. G.
date accessioned2019-02-26T07:57:08Z
date available2019-02-26T07:57:08Z
date issued2018
identifier other%28ASCE%29EM.1943-7889.0001403.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250489
description abstractThe use of viscous dampers to mitigate cable vibrations on cable-stayed bridges is very popular. A viscous damper attached to a stay cable results in complex mode shapes. Such complexity could affect the dynamic stability of the cable under wind action, yet it is neglected in conventional galloping analysis. A general framework to investigate the problem of galloping of a stay cable with an attached viscous damper is therefore developed. Aerodynamic forces on the complex modes are considered, including aeroelastic coupling between the modes. A numerical example for an ice-accreted stay cable with a damper shows that conventional galloping analysis overestimates the critical wind speed for galloping occurrence. The complexity of the mode shapes gives rise to the cable being more unstable than ignoring it by treating the mode shapes as real.
publisherAmerican Society of Civil Engineers
titleGalloping Analysis of a Stay Cable with an Attached Viscous Damper Considering Complex Modes
typeJournal Paper
journal volume144
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001403
page4017175
treeJournal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 002
contenttypeFulltext


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