[1] Khanduri AC, Stathopoulos T, Bedard C (1998) Wind-induced interference effects on buildings – A review of the state-of-art. Eng Struct 20(7): 617-630.

[2] Blessmann J, Riera JD (1979) Interaction effects in neighbouring tall buildings. Proc. 5th Int. Conf. Wind Engng, Colorado State Univ., Fort Collins, Colo.

[3] Saunders JW, Melbourne WH (1979) Buffeting effects of upwind buildings. In: Proc. 5Ith Int. Conf. Wind Eng. Fort Collins.

[4] Hussain H, Lee BE (1980) A wind tunnel study of the mean pressure forces acting on a large group of low-rise buildings. J Wind Eng Ind Aerodyn. 31:‍ 41-66.

[5] English EC (1985) Shielding factors from wind-tunnel studies of mid-rise and high-rise structures. Proc. 5th US Nat. Conf. Wind Eng., Lubbock, 4A:‍ 49-56.

[6] Letchford CW, Mehta KC (1993) The distribution and correlation of fluctuating pressures on the Texas tech building. J Wind Eng Ind Aerodyn 50:‍ 225-234.

[7] Wu F, Sarkar PP, Mehta KC, Zhao Z (2001) Influence of incident wind turbulence on pressure fluctuations near flat-roof corners. J Wind Eng Ind Aerodyn 89: 403-420.

[8] Stathopoulos T (1997) Computational wind engineering: past achievements and future challenges. J Wind Eng Ind Aerodyn 67-68: 509-532.

[9] Kim YC, Yoshida A, Tamura Y (2012) Characteristics of surface wind pressures on low- rise building located among large group of surrounding buildings. Eng Struct 35: 18-28.

[10] Uematsu Y, Isyumov N (1999) Wind pressures acting on low-rise buildings. J Wind Eng Ind Aerodyn 82: 1-25.

[11] Levitan ML, Mehta KC, Vann WP, Holmes JD (1991) Field measurements of pressures on the Texas tech building. J Wind Eng Ind Aerodyn 38:‍ 227-234.

[12] Levitan ML, Mehta KC (1992) Texas tech field experiments for wind loads part 1: building and pressure measuring system. J Wind Eng Ind Aerodyn 43: 1565-1576.

[13] Castro IP, Robins AG (1977) The flow around a surface-mounted cube in uniform and turbulent streams. J Fluid Mech 79: 307-335.

[14] Cochran LS, Cermak JE (1992) Full- and model-scale cladding pressures on the Texas Tech University experimental building. J Wind Eng Ind Aerodyn 43: 1589-1600.

[15] Richards PJ, Hoxey RP, Connell BD, Lander DP (2007) Wind-tunnel modelling of the Silsoe cube. J Wind Eng Ind Aerodyn 95: 1384-1399.

[16] Surry D (1991) Pressure measurements on the Texas tech building: wind-tunnel measurements and comparisons with full scale. J Wind Eng Ind Aerodyn 38: 235-247.

[17] Richardson GM, Surry D (1994) The Silsoe structures building: comparison between full-scale and wind-tunnel data. J. Wind Eng. Ind. Aerodyn. 51:157-176.

[18] Stathopoulos T, Saathoff P (1991) Wind pressure on roofs of various geometries. J Wind Eng Ind Aerodyn 38: 273-284.

[19] Stathopoulos T, Zhu X (1988) Wind pressures on building with appurtenances. J Wind Eng Ind Aerodyn 31: 265-281.

[20] Blocken B, Janssen WD, van Hooff T (2012) CFD simulation for pedestrian wind comfort and wind safety in urban areas: general decision framework and case study for the Eindhoven University campus. Environ Modell Softw 30: 15-34.

[21] Blocken B, Persoon J (2009) Pedestrian wind comfort around a large football stadium in an urban environment: CFD simulation, validation and application of the new Dutch wind nuisance standard.  J Wind Eng Ind Aerodyn 97: 255-270.

[22] He J, Song CCS (1999) Evaluation of pedestrian winds in urban area by numerical approach. J Wind Eng Ind Aerodyn 81: 295-309.

[23] Richards PJ, Mallinson GD, McMillan D, Li YF (2002) Pedestrian level wind speeds in downtown Auckland. Wind Struct 5: 151-164.

[24] Hirsch C, Bouffioux V, Wilquem F (2002) CFD simulation of the impact of new buildings on wind comfort in an urban area. In: Workshop proceedings, cost action C14, Impact of wind and storm on city life and built environment. Nantes, France.

[25] Yoshie R, Mochida A, Tominaga Y, Kataoka H, Harimoto K, Nozu T, et al (2007) Cooperative project for CFD prediction of pedestrian wind environment in the Architectural Institute of Japan. J Wind Eng Ind Aerodyn 95: 1551-1578.

[26] Hanna SR, Tehranian S, Carissimo B, Macdonald RW and Lohner R (2002) Comparisons of model simulations with observations of mean flow and turbulence within simple obstacle arrays.  Atmos Environ 36: 5067–5079.

[27] Chang CH, Meroney RN (2003) Concentration and flow distributions in urban street canyons: wind tunnel and computational data. J Wind Eng Ind Aerodyn 91: 1141–1154.

[28] Montazeri H, Blocken B (2013) CFD simulation of wind-induced pressure coefficients on buildings with and without balconies: validation and sensitivity analysis. Build Environ 60: 137-149.

[29] Lien FS, Yee E (2003) Numerical modeling of the turbulent flow developing within and over a 3-D building array, Part I: A high-resolution reynolds-averaged navier–stokes approach. Bound-Lay Meteorol 112: 427–466.

[30] Launder BE, Spalding DB (1974) The numerical computation of turbulent flows. Comput Methods Appl Mech Eng 3: 89-296.

[31] Brown MJ, Lawson RE, DeCroix DS and Lee RL (2001) Comparison of centre line velocity measurements obtained around 2D and 3D building arrays in a wind tunnel. Report LA-UR-01-4138, Los Alamos National Laboratory, Los Alamos, NM, 7.

[32] محمد تقی زاده م ­ع (1392) اثرات تداخل بر روی بارگذاری باد در یک ردیف ساختمان­های بلند با ارتفاعات متفاوت در فواصل نزدیک با استفاده از روش CFD. پایان نامه کارشناسی ارشد، دانشگاه اصفهان، اصفهان.

[33] Kim W, Tamura Y, Yoshida A (2011) Interference effects on local peak pressures between two buildings. J Wind Eng Ind Aerodyn 99: 584–600.