Wind loads on low rise buildings — A review

Abstract The subject of this paper pertains to an apparently well researched area. A good number of research efforts the world over have involved for decades the determination of wind loads on low rise buildings. However, the subject continues to be a live area of enquiry. There are several reasons for it. A rather large number of factors affect wind loads on low rise buildings, besides also the wide range of the variables involved. Furthermore, it is true that a vast majority of buildings fall under the category of “low-rise”. Research has produced new and important information which is relevant to the safety of engineering constructions, and even more to the millions of partially-engineered ones. Two earlier works by Stathopoulos [1] and Holmes [2] made a review on the subject. This paper covers a wider scope and attempts to put together the state-of-the-art of the information available.

[1]  H. J. Gerhardt,et al.  Wind loads on permeable roofing systems , 1983 .

[2]  Theodore Stathopoulos,et al.  Wind loads on low-rise buildings: a review of the state of the art , 1984 .

[3]  Jack E. Cermak,et al.  Full- and model-scale cladding pressures on the Texas Tech University experimental building , 1992 .

[4]  R. L. Wardlaw,et al.  Prediction of wind-induced failure of loose laid roof cladding systems , 1988 .

[5]  Peter Richards,et al.  Computational and wind tunnel modelling of mean wind loads on the Silsoe structures building , 1992 .

[6]  T.C.E. Ho,et al.  Low building wind load variability with application to codes , 1992 .

[7]  Tadahisa Katayama,et al.  Wind tunnel tests of wind pressure on regularly aligned buildings , 1992 .

[8]  William H. Melbourne,et al.  Wind loading on a porous roof , 1988 .

[9]  Hatsuo Ishizaki,et al.  A Wind Tunnel Model Experiment of Wind Loading on Curved Roofs , 1972 .

[10]  R. A. Hazelwood The interaction of the two principal wind forces on roof tiles , 1981 .

[11]  D. A. Paterson,et al.  Computation of wind pressures on low-rise structures , 1992 .

[12]  A. M. Goliger,et al.  Jan Smuts experiment: Comparison of full-scale and wind-tunnel results , 1992 .

[13]  Theodore Stathopoulos,et al.  Codification of Wind pressure coefficients for sawtooth roofs , 1992 .

[14]  D. Meecham,et al.  The improved performance of hip roofs in extreme winds — A case study , 1992 .

[15]  H. J. Gerhardt,et al.  Effect of building geometry on roof windloading , 1992 .

[16]  S. Tazaki,et al.  Wind loads on permeable roof-blocks in roof insulation systems , 1988 .

[17]  K. Kondo,et al.  Fluctuating wind pressure measured with tubing system , 1992 .

[18]  J. D. Holmes,et al.  Optimization of dynamic-pressure-measurement systems. I. Single point measurements , 1987 .

[19]  Ahsan Kareem,et al.  Pressure fluctuations on flat roofs with parapets , 1992 .

[20]  Carl Kramer Theme introduction and report on papers , 1988 .

[21]  Hisashi Okada,et al.  Comparison of wind tunnel and full-scale pressure measurement tests on the Texas Texh Building , 1992 .

[22]  P. A. Blackmore,et al.  Load reduction on flat roofs - the effect of edge profile , 1988 .

[23]  Theodore Stathopoulos,et al.  Roof corner wind loads and parapet configurations , 1988 .

[24]  Bogusz Bienkiewicz,et al.  Wind-tunnel study of wind loading on loose-laid roofing systems , 1992 .

[25]  H. Sockel,et al.  Numerical and experimental investigation of a pressure measuring system with a restrictor , 1992 .

[26]  H. J. Gerhardt,et al.  Wind loading on loosely laid pavers and insulation boards for flat roofs , 1990 .

[27]  Chris Letchford,et al.  Peak wind loads under delta wing vortices on canopy roofs , 1992 .

[28]  James R. McDonald,et al.  Roof corner pressures measured in the field on a low building , 1992 .