Effects of side ratio on characteristics of across-wind and torsional responses of high-rise buildings
| Autor: | Akira Katsumura, Hisao Marukawa, Kunio Fujii, Junji Katagiri |
|---|---|
| Rok vydání: | 2001 |
| Předmět: |
Engineering
Torsional vibration Renewable Energy Sustainability and the Environment business.industry Mechanical Engineering media_common.quotation_subject Structural engineering Aerodynamics Aeroelasticity Wind engineering Vibration Flutter Eccentricity (behavior) business Civil and Structural Engineering media_common Wind tunnel |
| Zdroj: | Journal of Wind Engineering and Industrial Aerodynamics. 89:1433-1444 |
| ISSN: | 0167-6105 |
| DOI: | 10.1016/s0167-6105(01)00145-3 |
| Popis: | With regard to studies conducted using aeroelastic models with the torsional degree of freedom, self-excited vortex-induced vibration and torsional flutter occur during torsional vibrations in the case of a structure with a side ratio D / B ( D : depth, B : breadth) of 2 or more. These results suggested the necessity of investigating aerodynamic instability during torsional vibrations. The authors have been carrying out a detailed investigation by wind tunnel tests using 6-mass-point aeroelastic models into the effects of density ratio, structural damping and eccentricity in the across-wind and torsional response characteristics of a high-rise building with a side ratio of 2 (Katagiri et al., Paper for Ninth International Conference on Wind Engineering, 1995, pp. 1408–1419). In this study, the effects of the side ratio on wind response characteristics are investigated. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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