| contributor author | Nguyen Cung H.;Macdonald John H. G. | |
| date accessioned | 2019-02-26T07:57:08Z | |
| date available | 2019-02-26T07:57:08Z | |
| date issued | 2018 | |
| identifier other | %28ASCE%29EM.1943-7889.0001403.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4250489 | |
| description abstract | The 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. | |
| publisher | American Society of Civil Engineers | |
| title | Galloping Analysis of a Stay Cable with an Attached Viscous Damper Considering Complex Modes | |
| type | Journal Paper | |
| journal volume | 144 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0001403 | |
| page | 4017175 | |
| tree | Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 002 | |
| contenttype | Fulltext | |