Wind loads on wind-permeable building facades

作者: H.J. Gerhardt , C. Kramer

DOI: 10.1016/0167-6105(83)90087-9

关键词: Wind engineeringChoked flowStructural engineeringEngineeringSensitivity (control systems)Flow conditionsMechanical engineeringRenewable Energy, Sustainability and the EnvironmentCivil and Structural Engineering

摘要: Abstract This paper describes some significant results of a comprehensive study wind loads on wind-permeable facades low-rise buildings. The investigation was undertaken to provide load information for the design elements and their fixation wind-impermeable building walls. loading mechanism, experimental methodology have been presented elsewhere (1) will be discussed only very briefly. emphasis this is probability distribution pressure coefficients obtained critical areas flow situations. In particular sensitivity peak pressures initial conditions relative dimensions discussed.

参考文章(2)
W.H. MELBOURNE, TURBULENCE EFFECTS ON MAXIMUM SURFACE PRESSURES - A MECHANISM AND POSSIBILITY OF REDUCTION Wind Engineering#R##N#Proceedings of the Fifth International Conference, Fort Collins, Colorado, USA, July 1979. pp. 541- 551 ,(1980) , 10.1016/B978-1-4832-8367-8.50055-3
N.J. Cook, J.R. Mayne, A novel working approach to the assessment of wind loads for equivalent static design Journal of Wind Engineering and Industrial Aerodynamics. ,vol. 4, pp. 149- 164 ,(1979) , 10.1016/0167-6105(80)90026-4