Letture consigliate

Blocken, B. (2014). 50 years of Computational Wind Engineering: Past, present and future. J. Wind Eng. Ind. Aerodyn., 129, 69–102. Blocken, B. (2015). Computational Fluid Dynamics for Urban Physics: Importance, scales, possibilities, limitations and ten tips and tricks towards accurate and reliable simulations. Build. Environ., 91, 219–245. Daniotti, N., Jakobsen, J. B., Snæbjörnsson, J. T., & Cheynet, E. (2025). Wind turbulence around a bridge deck in full scale. J. Fluids Struct., 135, 104313. Estephan, J., Gan Chowdhury, A., & Irwin, P. (2022). A new experimental-numerical approach to estimate peak wind loads on roof-mounted photovoltaic systems by incorporating inflow turbulence and dynamic effects. Eng. Struct., 252, 113739. Ferziger, J. H., Perič, M., & Street, R. L. (2020). Computational Methods for Fluid Dynamics (4th ed.). Springer, Cham. Gairola, A., Bitsuamlak, G. T., & Hangan, H. M. (2023). An investigation of the effect of surface roughness on the mean flow properties of tornado-like vortices using large eddy simulations. J. Wind Eng. Ind. Aerodyn., 234, 105348. Geleta, T. N., & Bitsuamlak, G. (2022). Validation metrics and turbulence frequency limits for LES-based wind load evaluation for low-rise buildings. J. Wind Eng. Ind. Aerodyn., 231, 105210. Larsen, A., & Larose, G. L. (2015). Dynamic wind effects on suspension and cable-stayed bridges. J. Sound Vib., 334, 2–28. Moravej, M. M., Estephan, J., Irwin, P., & Gan Chowdhury, A. (2024). Scaling effects on peak wind load estimation for low-rise buildings: An experimental and analytical study. Eng. Struct., 316, 117054. Mooneghi, M. A., Irwin, P., & Gan Chowdhury, A. (2016). Partial turbulence simulation method for predicting peak wind loads on small structures and building appurtenances. J. Wind Eng. Ind. Aerodyn., 157, 47–62. Pope, S. B. (2000). Turbulent Flows. Cambridge University Press, Cambridge. Styrk Andersen, M., Isaksen, B., & Hansen, S. O. (2021). Full-scale monitoring of the wind field, surface pressures and structural response of Gjemnessund Suspension Bridge.