Hw. Tieleman et al., WIND-TUNNEL SIMULATION REQUIREMENTS TO ASSESS WIND LOADS ON LOW-RISE BUILDINGS, Journal of wind engineering and industrial aerodynamics, 74-6, 1998, pp. 675-685
Observations of mean, r.m.s. and peak pressures on the roof of a 1:50
scale model of the experimental building at the Wind Engineering Resea
rch Field Laboratory (WERFL) at Texas Tech University are discussed. P
ressure coefficients were acquired with the model placed in turbulent
shear layers developed over several different roughness configurations
in the boundary-layer wind tunnel which is part of the wind load test
facility at Clemson University. This investigation was performed to s
tudy the effects of the different flow parameters on the observed pres
sure coefficients, including the effects of horizontal turbulence inte
nsities, integral scales and the small-scale turbulence content in the
incident flow. Based on the comparison of the results from the Clemso
n laboratory with those obtained in the field, priority flow-simulatio
n criteria are established for the assessment of surface pressures on
low-rise structures obtained from wind tunnel model experiments. (C) 1
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