This paper presents the results of numerical simulation of the flutter performance of different generic bridge cross sections. The bridge flutter assessment has become a major concern in bridge design practice. In the early ages, wind tunnel tests were made in order to assess the aerodynamic performance of bridges. In this paper the flutter performance of different bridge deck sections was investigated by using numerical flow simulation. The detailed comparison of the aerodynamic behaviour of the different cross sections in terms of flutter instability gives the engineers good means to design of bridge structures
Predicting instability for flexible structures has always been a crucial activity in the science of ...
The aerodynamic instability of suspension bridges with a rectangular, a trapezoidal and a hexagonal ...
Abstract: This paper reviews the results of a comprehensive research effort underway at the TFHRC Ae...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
none1noIn this article, the accuracy of standard computational fluid dynamics techniques and turbule...
none5noThis paper concerns the capabilities and the limitations of computational fluid dynamic simul...
Long-span cable supported bridges are prone to aerodynamic instabilities caused by wind and this phe...
US Transportation Collection2001PDFResearch PaperSelvam, R. P.Govindaswamy, SureshMack-Blackwell Nat...
This paper presents the results of numerical investigations of bridge aeroelasticity. In particular ...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
Experimentally derived aerodynamic derivatives are used to predict and prevent undesirable aeroelast...
A numerical investigation into the aerodynamic characteristics and aeroelastic stability of a propo...
Results of an experimental study related to flutter phenomenon are presented in the paper. Two cross...
The current research analyzed the flutter response of the Stonecutters Cable-Stayed Bridge in Hong K...
[[abstract]]The influence of deck geometry and oncoming turbulence on the flutter and buffeting beha...
Predicting instability for flexible structures has always been a crucial activity in the science of ...
The aerodynamic instability of suspension bridges with a rectangular, a trapezoidal and a hexagonal ...
Abstract: This paper reviews the results of a comprehensive research effort underway at the TFHRC Ae...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
none1noIn this article, the accuracy of standard computational fluid dynamics techniques and turbule...
none5noThis paper concerns the capabilities and the limitations of computational fluid dynamic simul...
Long-span cable supported bridges are prone to aerodynamic instabilities caused by wind and this phe...
US Transportation Collection2001PDFResearch PaperSelvam, R. P.Govindaswamy, SureshMack-Blackwell Nat...
This paper presents the results of numerical investigations of bridge aeroelasticity. In particular ...
Increasing the efficiency in the process to numerically compute the flutter derivatives of bridge de...
Experimentally derived aerodynamic derivatives are used to predict and prevent undesirable aeroelast...
A numerical investigation into the aerodynamic characteristics and aeroelastic stability of a propo...
Results of an experimental study related to flutter phenomenon are presented in the paper. Two cross...
The current research analyzed the flutter response of the Stonecutters Cable-Stayed Bridge in Hong K...
[[abstract]]The influence of deck geometry and oncoming turbulence on the flutter and buffeting beha...
Predicting instability for flexible structures has always been a crucial activity in the science of ...
The aerodynamic instability of suspension bridges with a rectangular, a trapezoidal and a hexagonal ...
Abstract: This paper reviews the results of a comprehensive research effort underway at the TFHRC Ae...