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This paper deals with the main features of some wind loading provisions in Central and Eastern Europe from the end of the 19th century to present.
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Current wind codes and standards have load provisions dealing with low buildings of common configurations.
The experimental results were compared with current wind-induced torsional load provisions.
In Part 2, the data of external pressures were compared with existing wind load provisions for low buildings.
Part 2 presents a detailed comparison of the data with existing wind load provisions in building codes.
Highlights of the formulation of the gust effect factor in recent revisions of the wind load provisions in ASCE7-95 are presented.
Generally, the Eurocode (ENV, 1995) wind load provisions match the peak response coefficients from the data set at all eave heights.
Visualizing the wake of Davenport's contributions in this area, the paper will refer to the influence of this knowledge in the formulation of design load provisions in contemporary wind standards and codes of practice.
Modern wind load provisioning and BLWT similarity requirements do not explicitly account for this effect, although the experimental configuration of typical wind tunnel development sections may correctly simulate the phenomena.
Load provisioning profile onto device.
Worsley's companions had awakened, and the three men began mummifying themselves in layers of clothing and loading their provisions onto their sleds.
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