Atmospheric wind is not a uniform phenomenon: It continuously changes speed and direction. At ground level in a built environment, the local turbulence intensifies this variance. A pedestrian will experience these rapid changes in wind, which we call gusts.
It’s these variations in gust speed, direction, duration, and size that are responsible for the different wind loads that affect different parts of a structure. Gusts that are larger than the characteristic dimension of a building will “appear” as a sustained wind to the building. These are the gusts that tend to push, pull, and twist the building’s frame and foundation.
Gusts that are smaller than the characteristic dimension tend to create more localized effects. A window here, a shingle there, and so on. A gust most acutely affects structures that are smaller than it is. A window-sized gust is inconsequential to a building.
Gusts come in all sizes, from those as large as mountains and valleys, all the way down to the very smallest gusts that friction between air’s constituent molecules can dissipate. The distribution creates a spectrum of influence where larger gusts contain more energy overall, but smaller gusts have a greater correlation to higher local pressures. These phenomena are responsible for separate loads for the Main Wind Force Resisting System (MWFRS) and components and cladding (C&C) design.
At CPP Wind Engineering Consultants, our state-of-the-art boundary layer wind tunnel is used to conduct comprehensive C&C studies for all types of structures especially those with unique architecture and geometry. These tests allow us to capture the unique interactions of these large and small gust effects. Design codes and standards are not intended to capture these complex wind effects associated with unique geometries, site conditions, and structural dynamic behavior.
Wind tunnel studies can quantify, not only, the C&C pressures, but also door operability, stack effect and paver uplift. Site-specific wind climate analysis is incorporated with consideration of storm-type and directionality. For C&C design, building specific design pressure maps replace the zones provided in design codes. These studies provide engineers with reliable, project specific wind loads to achieve the intended levels of structural reliability, safety, and serviceability while optimizing material use, reducing embodied carbon and complying with applicable codes and standards.























