Twin box decks are becoming increasingly adopted in long span bridges due to their good aerodynamic performance with respect to the flutter instability. For small gaps between the decks they behave as a whole continuous body while, increasing the gap, strong dynamic interaction between the two occurs: the windward deck causes a turbulent wake that impinges on the leeward girder inducing unsteady aerodynamic forces. This complex behaviour makes the simulation of the aerodynamics of these structures a challenging task from the Computational Fluid Dynamic point of view. In this context, the present paper aims at investigating the capabilities and limitations of RANS and LES based simulations in reproducing the flow field organization around a ...
IIn this work a simulation model of aeroelastic phenomena for long-span bridges is presented. By the...
Assessing the aerodynamic characteristics of long-span bridges is fundamental for their design. Depe...
Long-span bridges are flexible and therefore are sensitive to wind induced effects. One way to impro...
Twin-box bridge decks offer a very good aeroelastic response in terms of flutter stability. Because ...
The aerodynamic performance of bridge deck girders requires a thorough assessment and optimization i...
The wind flow around twin-box decks is particularly complex due to the very important role played by...
[Abstract] The wind flow around twin-box decks is particularly complex due to the very important rol...
The design of Long Span Bridges involves complex analysis of the interaction between fluid and bluff...
The improved performance against flutter of multiple box deck configurations has increased their use...
Aerodynamic response of a single-box suspension bridge girder is investigated using CFD simulations....
In this work a numerical investigation of aeroelastic phenomena for long-span bridge decks is propos...
The effects of gap-width on the aerodynamic characteristics of a twin-deck bridge in a nominally smo...
In this study the aerodynamic improvement for the coupled flutter oscillation of the bridgeroad deck...
The results of several bridge decks 2D steady and unsteady RANS (Reynolds Averaged Navier-Stokes) si...
This paper deals with a computational study for evaluating the capability of 2D numerical simulation...
IIn this work a simulation model of aeroelastic phenomena for long-span bridges is presented. By the...
Assessing the aerodynamic characteristics of long-span bridges is fundamental for their design. Depe...
Long-span bridges are flexible and therefore are sensitive to wind induced effects. One way to impro...
Twin-box bridge decks offer a very good aeroelastic response in terms of flutter stability. Because ...
The aerodynamic performance of bridge deck girders requires a thorough assessment and optimization i...
The wind flow around twin-box decks is particularly complex due to the very important role played by...
[Abstract] The wind flow around twin-box decks is particularly complex due to the very important rol...
The design of Long Span Bridges involves complex analysis of the interaction between fluid and bluff...
The improved performance against flutter of multiple box deck configurations has increased their use...
Aerodynamic response of a single-box suspension bridge girder is investigated using CFD simulations....
In this work a numerical investigation of aeroelastic phenomena for long-span bridge decks is propos...
The effects of gap-width on the aerodynamic characteristics of a twin-deck bridge in a nominally smo...
In this study the aerodynamic improvement for the coupled flutter oscillation of the bridgeroad deck...
The results of several bridge decks 2D steady and unsteady RANS (Reynolds Averaged Navier-Stokes) si...
This paper deals with a computational study for evaluating the capability of 2D numerical simulation...
IIn this work a simulation model of aeroelastic phenomena for long-span bridges is presented. By the...
Assessing the aerodynamic characteristics of long-span bridges is fundamental for their design. Depe...
Long-span bridges are flexible and therefore are sensitive to wind induced effects. One way to impro...