ASCE Wind Loads SESSION 5 EXAMPLE HIGH-RISE BUILDING Session 4.

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Presentation transcript:

ASCE Wind Loads SESSION 5 EXAMPLE HIGH-RISE BUILDING Session 4

ASCE Wind Loads

GUST EFFECT FACTOR (HIGH-RISE EXAMPLE SHOWING SENSITIVITY) = 0.01 (1%) V = 115 mph H(ft)n 1 (cps)G(1)G(2) (1)B = 160 ft L = 80 ft (2)B = 80 ft L = 160 ft (3)B = 160 ft L = 80 ft H = 500 ft V(mph)G(3)

ASCE Wind Loads

Fig P

ASCE Wind Loads Fig P

ASCE Wind Loads