Low-rise buildings are often built in groups, and their wind loads differ from those on isolated buildings. In this study, the wind pressures on flat roofs of low-rise buildings surrounded by similar buildings were measured with a series of wind tunnel tests. The general properties of the shielding effects of surrounding buildings were discussed. The effects of area density, relative height, and arrangement patterns of the surrounding buildings on the shielding factors of the smallest minimum negative extreme wind pressure coefficients and of the largest peak uplift force coefficients on the whole roof of the shielded building for all wind directions were analyzed. For practical purposes, both shielding factors were expressed as equations of the building area density and the relative height of the surrounding buildings based on the wind tunnel test data, which can cover most of the test results.
Architectural Institute of Japan (2004). Recommendations for Loads on Buildings, Architectural Institute of Japan, Tokyo, Japan.
2.
ChenB.YangQ.S.WuY. (2012). “Wind-induced response and equivalent static wind loads of long span roofs”, Advances in Structural Engineering, Vol. 15, No. 7, pp. 1099–1114.
3.
CookN.J.MayneJ.R. (1979). “A novel working approach to the assessment of wind loads for equivalent static design”, Journal of Industrial Aerodynamics, Vol. 4, No. 2, pp. 149–164.
4.
CookN.J.MayneJ.R. (1980). “A refined working approach to the assessment of wind loads for equivalent static design”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 6, No. 1–2, pp. 125–137.
5.
HoT.C.E.SurryD.DavenportA.G. (1991). “Variability of low building wind loads due to surroundings”, Journal of Wind Engineering & Industrial Aerodynamics, Vol. 38, pp. 297–310.
6.
HolmesJ.D. (1994). “Wind pressures on tropical housing”, Journal of Wind Engineering & Industrial Aerodynamics, Vol. 53, No. 1–2, pp. 105–123.
7.
HolmesJ.D. (1997). “Equivalent time averaging in wind engineering”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 72, pp. 411–419.
8.
HolmesJ.D. (2007). Wind Loading of Structures, Taylor & Francis Group, London and New York.
9.
HussainM.LeeB.E. (1980). “A wind tunnel study of the mean pressures acting on large groups of low-rise buildings”, Journal of Wind Engineering & Industrial Aerodynamics, Vol. 6, No. 3–4, pp. 207–225.
10.
JozwiakR.KacprzykJ.ZuranskiJ.A. (1995). “Wind tunnel investigations of interference effects on pressure distribution on a building”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 57, No. 2–3, pp. 159–171.
11.
JiaY.SillB.L. (1998). “Pressures on a cube embedded in a uniform roughness field of variable spacing density”, Journal of Wind Engineering and Industrial Aerodynamics, Vol.77&78, pp. 491–501.
12.
KimY. C.TamuraY.YoshidaA. (2013a). “Shielding effects on wind force correlations and quasi-static wind load combinations for low-rise building in large group”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 112, pp. 58–70.
13.
KimW.TamuraY.YoshidaA. (2013b). “Simultaneous measurement of wind pressures and flow patterns for buildings with interference effect”, Advances in Structural Engineering, Vol. 16, No. 2, pp. 287–305.
LeeB.E.SolimanB.F. (1977). “An investigation of the forces on three-dimensional bluff bodies in rough wall turbulent boundary layers”, Journal of Fluids Engineering, Vol. 99, No. 3, pp. 503–10.
16.
LiebleinJ. (1974). Efficient Methods of Extreme-Value Methodology, Natl Bur Stand (U.S.) Rep (NBSIR), New York.
17.
LiuZ. (2006). Field Measurements and Wind Tunnel Simulation of Hurricane Wind Loads on Single Family Dwellings, PhD Thesis, Department of Civil and Coastal Engineering, Clemson University, South Carolina, USA.
18.
PindadoS.MeseguerJ.FranchiniS. (2011). “Influence of an upstream building on the wind-induced mean suction on the flat roof of a low-rise building”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 99, No. 8, pp. 889–893.
19.
QuanY.GuM. (2012). “Across-wind equivalent static wind loads and responses of high-rise buildings with rectangular sections”, Advances in Structural Engineering, Vol. 15, No. 12, pp. 2145–2155.
20.
WangD.Y.ZhouY.DengX.ZhuY. (2012). “Fuzzy probability study on wind-induced annoyance of tall buildings”, Advances in Structural Engineering, Vol. 15, No. 8, pp. 1411–1424.
21.
XieZ.N.GuM. (2004). “Mean interference effects among tall buildings”, Engineering Structures, Vol. 26, No. 9, pp. 1173–1183.
22.
XieZ.N.GuM. (2007). “Simplified formulas for evaluation of wind-induced interference effects among three tall buildings”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 95, No. 1, pp. 31–52.
