WIND-TUNNEL SIMULATION REQUIREMENTS TO ASSESS WIND LOADS ON LOW-RISE BUILDINGS

Citation
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
Citations number
7
Categorie Soggetti
Mechanics
ISSN journal
01676105
Volume
74-6
Year of publication
1998
Pages
675 - 685
Database
ISI
SICI code
0167-6105(1998)74-6:<675:WSRTAW>2.0.ZU;2-8
Abstract
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) 1 998 Elsevier Science Ltd. All rights reserved.