[1] Alrawashdeh H., Stathopoulos T., Wind pressures on large roofs of low buildings and wind codes and standards, J. Wind Eng. Ind. Aerodyn. 147, 2015, 212–225.
[2] Gavanski E., Uematsu Y., Local wind pressures acting on walls of low-rise buildings and comparisons to the Japanese and US wind loading provisions, J. Wind Eng. Ind. Aerodyn., 132, 2014, 77–91.
[3] Hoxey R.P., Moran P., A full-scale study of the geometric parameters that influence wind loads on low-rise buildings, J. Wind Eng. Ind. Aerodyn., 13 (1–3), 1983, 277–288.
[4] Kim K.C., Ji H.S., Seong S.H., Flow structure around a 3-D rectangular prism in a turbulent boundary layer, J. Wind Eng. Ind. Aerodyn., 91, 2003, 653–669.
[5] PN-EN 1991-1-4: Action on structures. Part 1-4: General action (in Polish).
[6] Pratt F.N., Kopp G.A., Velocity field measurements above the roof of a low-rise building during peak suctions, J. Wind Eng. Ind. Aerodyn., 133, 2014, 234–241.
[7] Saathoff P.J., Melbourne W.H., Effects of free-stream turbulence on surface pressure fluctuations in a separation bubble, J. Fluid Mech., 337, 1997, 1–24.
[8] Stathopoulos T., Wind loads on low-rise buildings – A review of the state of the art, Eng. Struct., 6, 1984, 119–135. 
[9] Tielman H.W., Wind tunnel simulation of wind loading on low-rise structures: a review, J. Wind Eng. Ind. Aerodyn., 91, 2003, 1627–1649.