The action of long-span bridges, notably suspension bridges, under wind has long been of concern. This first of two papers summarizes the pertinent experimental and other prerequisite data and proceeds to the linear dynamic analysis of bridge flutter for bridges having vibration modes that are not n
The action of flexible bridges under wind, II: Buffeting theory
โ Scribed by R.H. Scanlan
- Publisher
- Elsevier Science
- Year
- 1978
- Tongue
- English
- Weight
- 567 KB
- Volume
- 60
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
โฆ Synopsis
By using the analytical and conceptual format set forth in the first of these two companion papers, the problem of bridge buffeting under natural wind is considered. Again, bridges having vibration modes that are not necessarily simple are dealt with. The buffeting action of random wind forces in the presence of self-excited, or bridge motion-induced, forces is discussed, as are energy considerations associated with bridge stability. A possible explanation is offered for the well-known fact that turbulence in the incident wind often delays the onset of flutter.
๐ SIMILAR VOLUMES
Suspension bridges are long-span ยฏexible structures susceptible to various types of wind induced vibrations such as bueting actions. In this paper, a three dimensional ยฎnite-element model formulated to deal with suspension bridges under turbulent wind is presented. In this model, all sources of geom