CENE 437
Wind Pressure
Building Stability
Building Drift
Example




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 CENE 437: The Class: Loads: Lateral Loads: Wind Loads: Building Drift


Wind Loads

Building Drift


  • Another important consideration in building design is to examine the structure's potential for movement due to lateral loads. This is known as building drift, Ds, or more specifically story drift.

  • UBC doesn't limit story or building drift due to wind, but does for seismic in UBC '94 1628.8 or '97 UBC 1630.10
    • Story drift - lateral displacement of one level relative to level above or below.

  • General guidelines suggest limiting Dwind:
    D £ (.0025) h as applied to masonry shear walls.

  • Shearwall behavior is a function of shearwall length, L, to height, h, considerations.






Send Email to Deb Larson at Debra.Larson@nau.edu


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