Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The Influence of Wind Direction on the Response of a Square-Section Tall Building
This paper describes a wind-tunnel study to determine the effect of wind-direction on the response of a square-section tall building with an 8.33 to 1 aspect ratio. Rigid models instrumented with pressure transducers were used to determine the mean force coefficients and the modal force coefficients for the fundamental translational and torsional modes of the building. Using these values and typical stiffness and damping values, the influence of wind-direction on the response of 500:1 prototype building were computed. The greatest responses were generally found to occur when the wind was blowing onto the face of the building and these responses are compared with values predicted by current design procedures.
The Influence of Wind Direction on the Response of a Square-Section Tall Building
This paper describes a wind-tunnel study to determine the effect of wind-direction on the response of a square-section tall building with an 8.33 to 1 aspect ratio. Rigid models instrumented with pressure transducers were used to determine the mean force coefficients and the modal force coefficients for the fundamental translational and torsional modes of the building. Using these values and typical stiffness and damping values, the influence of wind-direction on the response of 500:1 prototype building were computed. The greatest responses were generally found to occur when the wind was blowing onto the face of the building and these responses are compared with values predicted by current design procedures.
The Influence of Wind Direction on the Response of a Square-Section Tall Building
T. A. Reinhold (Autor:in) / P. R. Sparks (Autor:in)
1980
14 pages
Report
Keine Angabe
Englisch
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