[
ANSYS Inc. (2017) ANSYS Fluent Theory Guide, Release 18.1
]Search in Google Scholar
[
ANSYS Inc. (2018) ANSYS Fluent User’s Guide, Release 19.1
]Search in Google Scholar
[
Blocken, B. – Stathopoulos T. – Carmeliet J. (2007) CFD simulation of the atmospheric boundary layer–wall function problems. Atmospheric Environment 41(2):238-252, Elsevier.10.1016/j.atmosenv.2006.08.019
]Search in Google Scholar
[
Blocken, B. (2015) Computational Fluid Dynamics for urban physics: Importance, scales, possibilities, limitations and ten tips and tricks towards accurate and reliable simulations. Journal of Building and Environment, [online]. vol. 91, pp. 219-245. Available on: https://doi.org/10.1016/j.buildenv2015.02.15.
]Search in Google Scholar
[
Bowen, A. J. (1983) The prediction of mean wind speeds above simple 2-D hill shapes, JWEIA, 15, pp. 259-270.
]Search in Google Scholar
[
Chu, Ch. – Chang, CH. Y. – Huang, Ch. J. – Wu, T. R. – Wang, CH. Y. – Liu, M. Y. (2013) Windbreak protection for road vehi-cles against crosswind, Journal of Wind Engineering and Industrial Aerodynamics 116:61-69.10.1016/j.jweia.2013.02.001
]Search in Google Scholar
[
Davenport, A. G. (1964) Note on the distribution of the largest value of random function with application to gust loading. Institution of Civil Engineers, vol. 28, No. 6739, pp. 187-196.10.1680/iicep.1964.10112
]Search in Google Scholar
[
EN 1991-1-4 (2007) Eurocode 1. Actions on structures. Part 1-4: General actions. Wind actions.
]Search in Google Scholar
[
Franke, J. – Baklanov, A. (2007) Best practice guideline for the CFD simulation of flows in the urban environment, COST Office, Brussels, Belgium.
]Search in Google Scholar
[
Gandemier, J. – Guyot, A. (1981) La protection contre de vent, Centre scientifique et technique du batiment, Paris.
]Search in Google Scholar
[
Jackson, P. S. - Hunt, J. C. R. (1975) Turbulent flow over a low hill, QJRMS, 101, pp. 929-955.
]Search in Google Scholar
[
Kim, Y. M. - You, K. P. - You, J. Y. (2014) Characteristics of wind velocity and temperature change near an escarpment-shaped road embankment, The Scientific World J, 2014, pp.1-13.
]Search in Google Scholar
[
Paek, S. Y. – Nam, B. H. – Kim, Y. M. – You, K. P. – You, J. Y. (2016) Study on Wind Flow around Highway Embankments, MATEC Web of Conferences DOI: 10.1051/56, 08004 ) matec 56 conf/2016 0 ICCAE 2016 4.
]Search in Google Scholar
[
Polčák, N. – Šťastný, P. (2010) Vplyv reliéfu na veterné pomery Slovenskej republiky (The Effect of Reliefs on the Wind Conditions of the Slovak Republic), Slovak Hydrometeorological Institute and Matej Bel University, Banská Bystrica, Slovakia.
]Search in Google Scholar
[
Sterling, M. – Quinn, A. D. – Hargreaves, D. M. – Cheli, F. – Sabbiono, E. – Tamasini, G. – Delaunay, D. – Baker, C. J. – Mor-van, H. (2010) A comparison of different methods to evaluate the wind induced forces on a high-sided lorry, Journal of Wind Engineering and Industrial Aerodynamics 98(1): 10-20.10.1016/j.jweia.2009.08.008
]Search in Google Scholar
[
STN EN 1991-1-4/NA (2007) Eurocode 1. Actions on structures. Part 1-4: General actions. Wind actions, National Annex.
]Search in Google Scholar
[
Tayor, P. A. - Lee, R. J. (1984) Simple guidelines for estimating wind speed variations due to small scale topographic features,Climato- logical Bulletin (Canada), 18(2), pp. 3-32.
]Search in Google Scholar
[
Wilcox, D. C. (1986) Multiscale model for turbulent flows, In: AIAA 24th Aerospace Sciences Meeting. American Institute of Aeronautics, ISBN: 978-1-84821-001-1.
]Search in Google Scholar
[
Zhang, Q. - Su, C. - Zhou, Y. - Zhang, C. - Ding, J. - Wang, Y. (2020) Numerical investigation on handling stability of a heavy tractor semi-trailers under crosswind, of a heavy tractor semi-trailers under crosswind, Applied Scienc-es, vol. 10, 3672; doi: 10.3390.
]Search in Google Scholar