Hanson, T., Smith, F., Summers, D., & Wilson, C. B. (1982). Computer simulation of wind flow around buildings. Computer-Aided Design, 14(1), 27-31.
 Hoxey, R. P., & Richardson, G. M. (1983). Wind loads on film plastic greenhouses. Journal of Wind Engineering and Industrial Aerodynamics, 11(1-3), 225-237.
 Toy, N., & Tahouri, B. (1988). Pressure distributions on semi-cylindrical structures of different geometrical cross-sections. Journal of Wind Engineering and Industrial Aerodynamics, 29(1-3), 263-272.
 HOLMES, J., & PATERSON, D. (1992). Mean wind pressures on arched-roof buildings by computation. 2nd Int. Colloq. on Bluff-body Aerodynamics and Applications, Melbourne. Proceedings to be published.
 Letchford, C. W., & Sarkar, P. P. (2000). Mean and fluctuating wind loads on rough and smooth parabolic domes. Journal of wind engineering and industrial aerodynamics, 88(1), 101-117.
 Balbastro, G. C., & Sonzogni, V. E. (2007). Simulation of wind tunnel experiments using CFD." Mecánica Computacional 44: 3779-3787.
Simulation of a wind tunnel test applying CFD. Computational Mechanics, (44), 3779-3787.
 Cheng, C. M., & Fu, C. L. (2010). Characteristic of wind loads on a hemispherical dome in a smooth flow and turbulent boundary layer flow. Journal of wind engineering and industrial aerodynamics, 98(6-7), 328-344.
 Vizotto, I., & Ferreira, A. M. (2015). Wind force coefficients on hexagonal free form shell. Engineering Structures, 83, 17-29.
 Sadeghi, H., Heristchian, M., Aziminejad, A., & Nooshin, H. (2017). Wind effect on grooved and scallop domes. Engineering Structures, 148, 436-450.
 Sadeghi, H., Heristchian, M., Aziminejad, A., & Nooshin, H. (2018). CFD simulation of hemispherical domes: structural flexibility and interference factors. Asian Journal of Civil Engineering, 19(5), 535-551.
Cao, Y., & Tamura, T. (2020). Large-eddy simulation study of Reynolds number effects on the flow around a wall-mounted hemisphere in a boundary layer. Physics of Fluids, 32(2), 025109.
 Qiu, Y., Sun, Y., Wu, Y., & Tamura, Y. (2014). Modelling the mean wind loads on cylindrical roofs with consideration of the Reynolds number effect in uniform flow with low turbulence. Journal of Wind Engineering and Industrial Aerodynamics, 129, 11-21.
 Liu, H., Qu, W. L., & Li, Q. S. (2011). Comparison between wind load by wind tunnel test and in-site measurement of long-span spatial structure. Wind & Structures, 14(4), 301-319.
 Kim, R. W., Lee, I. B., Yeo, U. H., & Lee, S. Y. (2019). Estimating the wind pressure coefficient for single-span greenhouses using a large eddy simulation turbulence model. biosystems engineering, 188, 114-135.
 Hu, W., Bohra, H., Azzuni, E., & Guzey, S. (2019). The uplift effect of bottom plate of aboveground storage tanks subjected to wind loading. Thin-Walled Structures, 144, 106241.
 Chen, Z., Li, H., Wang, X., Yu, X., & Xie, Z. (2019). Internal and external pressure and its non-Gaussian characteristics of long-span thin-walled domes. Thin-Walled Structures, 134, 428-441.
 Kim, Y. C., Yoon, S. W., Cheon, D. J., & Song, J. Y. (2019). Characteristics of wind pressures on retractable dome roofs and external peak pressure coefficients for cladding design. Journal of Wind Engineering and Industrial Aerodynamics, 188, 294-307.
 Enajar, A., El Damatty, A., & Nassef, A. (2021). Semi-analytical solution for gable roofs under uplift wind loads. Engineering Structures, 227, 111420.
 Code of Practice for Skeletal Steel Space Structures No.400 .(2010). Tehran: Islamic Republic of IranVice presidency for Strategic Planning and Supervision, Office of Deputy for Strategic Supervision, Bureau of Technical Execution System.
 ASCE 7-10 ,(2010). Minimum Design Loads and Associated Criteria for Buildings and Other Structures. American Society of Civil Engineers, Reston, Virginia ASCE/SEI 7–10
 EC1. (2005), Eurocode 1:Actions on structures. European Committee for Standardisation: Brussels, Belgium, The European Standard EN ,1991-1-4