Exact(60)
Furthermore, the peak-factor approach is found to perform adequately in evaluating the design wind loads.
This paper presents a new working method for predicting design wind loads on attachments projecting from the walls of buildings.
A key component of wind loading codes of practice is the design wind speed for the site.
This paper discusses the design wind loads for a structurally integrated type of roof, such as a space truss.
The maximum design wind forces in tall buildings are about 840 kilograms per square metre (170 pounds per square foot) in typhoon areas.
A simple model for estimating the design wind load, expressed as an effective load, is proposed.
It is demonstrated that the new method is feasible to design wind turbine airfoils.
No risk of aerodynamic instability has been found for the design wind speed.
They are design wind speeds, terrain categories and wind profiles, and gust response factors.
The implications of the results on the derivation of design wind speeds are briefly discussed.
Traditionally design wind loads for buildings and other structures are obtained using building codes and standards.
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