(Received?; revised?; accepted?.- To be entered by editorial office) This article attempts to highlight characteristics of the aerodynamic forcing on a rigid circular cylinder experiencing dry galloping vibrations. Observations from a series of wind tunnel tests are studied comparatively with the literature on rain-wind cable vibrations and on flow past inclined lifting bodies such as missiles, for drawing similarities. Un-steadiness and spatial variation of the flow, both previously undermined, are significant during the large cylinder motions recorded. Thus, they are here suspected to play a role in triggering unstable behaviour. Instabilities were restricted to specific ranges of cable-wind angles and Reynolds numbers. The transitional f...
The wind-induced vibration of bridge stay cables has been a long studied and documented topic includ...
Dry inclined cable galloping is an aerodynamic instability phenomenon of bridge stay cables under no...
Large amplitude wind-induced vibrations of stay cables on cable-stayed bridges have been observed in...
This article attempts to highlight characteristics of the aerodynamic forcing on a rigid circular cy...
AbstractThis article attempts to highlight characteristics of the aerodynamic forcing on a rigid cir...
AbstractThis article attempts to highlight characteristics of the aerodynamic forcing on a rigid cir...
Dry galloping of stays in cable-stayed bridges is a phenomenon that is still of interest to the scie...
The mechanisms and onset conditions related to dry inclined bridge stay cable galloping have been st...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
A two-degree-of-freedom aeroelastic model is proposed to study wind-induced response of bridge stay ...
Wind-induced cable vibration is a contemporary issue in cable-stayed bridges, which potentially thre...
The wind-induced vibration of bridge stay cables has been a long studied and documented topic includ...
Dry inclined cable galloping is an aerodynamic instability phenomenon of bridge stay cables under no...
Large amplitude wind-induced vibrations of stay cables on cable-stayed bridges have been observed in...
This article attempts to highlight characteristics of the aerodynamic forcing on a rigid circular cy...
AbstractThis article attempts to highlight characteristics of the aerodynamic forcing on a rigid cir...
AbstractThis article attempts to highlight characteristics of the aerodynamic forcing on a rigid cir...
Dry galloping of stays in cable-stayed bridges is a phenomenon that is still of interest to the scie...
The mechanisms and onset conditions related to dry inclined bridge stay cable galloping have been st...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
Dry galloping of inclined cables has been shown to have a strong relation to the critical Reynolds n...
A two-degree-of-freedom aeroelastic model is proposed to study wind-induced response of bridge stay ...
Wind-induced cable vibration is a contemporary issue in cable-stayed bridges, which potentially thre...
The wind-induced vibration of bridge stay cables has been a long studied and documented topic includ...
Dry inclined cable galloping is an aerodynamic instability phenomenon of bridge stay cables under no...
Large amplitude wind-induced vibrations of stay cables on cable-stayed bridges have been observed in...