Flutter Mechanism of Representative Sections for Long-Span Bridges
Haifan Xiang
Abstract
Haifan Xiang
Abstract
In the field of flutter mechanism research concerning long-span bridges,flutter driving mechanism and flutter modality are two key problems.A two-dimensional 3 degree of freedom(DOF) coupling flutter analysis method(2d-3DOF method) has been introduced to investigate both the relationship between systematic oscillation parameters of three degrees of freedom and aerodynamic derivatives obtained through free vibration method,and the coupling effects of degrees of freedom in flutter instability.With this fundamental method and sectional model tests,the flutter mechanism of two representative sections for long-span bridges,closed box section and two-isolated-girder section are investigated.The influence of the variation of deck configuration on the flutter-driving mechanism and the flutter modality of bridge deck sections are also studied and valuable conclusions are drawn in this paper.
OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In the field of flutter mechanism research concerning long-span bridges,flutter driving mechanism and flutter modality are two key problems.A two-dimensional 3 degree of freedom(DOF) coupling flutter analysis method(2d-3DOF method) has been introduced to investigate both the relationship between systematic oscillation parameters of three degrees of freedom and aerodynamic derivatives obtained through free vibration method,and the coupling effects of degrees of freedom in flutter instability.With this fundamental method and sectional model tests,the flutter mechanism of two representative sections for long-span bridges,closed box section and two-isolated-girder section are investigated.The influence of the variation of deck configuration on the flutter-driving mechanism and the flutter modality of bridge deck sections are also studied and valuable conclusions are drawn in this paper.
Key concepts: Flutter, Structural engineering, Vibration, Mechanism (biology), Aerodynamics, Span (engineering), Coupling (piping), Bridge (graph theory)