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- W2217847212 abstract "Experimentally determined time-smoothed wind pressure distributions on a rigid model of a circular concave roof are presented. The loadings are then used in an analytical investigation of the static response of a cable network. It is observed that the flow separates from the leading edge of the structure and may or may not reattach, depending on the height-to-diameter ratio of the building and on the relative boundary layer thickness. Also, ground roughness has a significant effect on the velocity profile of the approaching flow and on the resulting pressure distribution. For a circular concave cable roof subjected to the experimentally determined asymmetric wind loading, nonlinear effects are important in determining the load-deformation behavior. As the magnitude of the loading increases, nonlinear effects become more pronounced." @default.
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- W2217847212 date "1974-08-01" @default.
- W2217847212 modified "2023-09-28" @default.
- W2217847212 title "Static Wind Loads on Circular Concave Cable Roofs" @default.
- W2217847212 doi "https://doi.org/10.1061/jsdeag.0003839" @default.
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