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2.Kamenetskii E. S. Matematicheskoe modelirovanie aerodinamiki atmosfery i rasprostraneniya zagryaznyayushchikh veshchestv nad slozhnoi podstilayushchei poverkhnost'yu. Avtoref. diss. d-ra tekhn. nauk [Mathematical modeling of atmospheric aerodynamics and distribution of pollutants over a complex underlying surface. Dr. eng. sci. diss.]. Nalchik, 2009. 45 p.

3.Kirnova M. A., Sotnikova O. A. Usloviya raboty estestvennoi vytyazhnoi ventilyatsii v mnogoetazhnykh zhilykh domakh [Working conditions of natural exhaust ventilation in multi-storey residential buildings].

Nauchnyi vestnik Voronezhskogo GASU. Stroitel'stvo i arkhitektura, 2013, no. 4 (32), pp. 34—40.

4.Piva R., Orlandi P. Chislennoe reshenie dlya techenii v atmosfernom pogranichnom sloe nad ulichnymi kan'onami [Numerical solution of flows in atmospheric boundary layer over the street canyons]. Chislennoe reshenie zadach gidromekhaniki. Moscow, Mir Publ., 1977, pp. 127—134.

5.Sotnikova O. A , Murashova L. V., Malenev A. I. e. a. Matematicheskoe modelirovanie vektornogo polya vetra pri obtekanii iskusst-vennykh sooruzhenii [Mathematical modeling of the wind vector field in the flow of artificial structures]. Vestnik Voronezhskogo gosu-darstvennogo universiteta. Ser.: Sistemnyi analiz i informatsionnye tekhnologii, 2015, no. 4, pp. 22—30.

6.Sotnikova O. A., Kuznetsov I. S., Guseva L. Yu. Modelirovanie raspredeleniya trekhmernykh statsionarnykh vozdushnykh potokov v pomeshchenii [Simulation of distribution of three-dimensional stationary air flows in the room]. Vestnik Voronezhskogo gosudarstvennogo tekhni-cheskogo universiteta, 2007, vol. 3, no. 6, pp. 121—123.

7.Sotnikova O. A., Bulygina S. G. Ekologicheskaya bezopasnost' ventiliruemykh pomeshchenii restorannykh komplek-sov [Environmental safety of ventilated premises of restaurant complexes]. Nauchnyi vestnik Voronezhskogo GASU. Stroitel'stvo i arkhitektura, 2012, no. 1, pp. 154—163.

8.Tamura Y., Kareem A. (eds.) Advanced Structural Wind Engineering. Springer Tokyo Heidelberg New York Dordrecht London, 2013. 410 p.

9.Amin J. A., Ahuja A. K. Characteristics of Wind Forces and Responses of Rectangular Tall. International Journal ofAdvanced Structural Engineering, 2014, no. 6 (66). doi: https://doi.org/10.1007/s40091-014-0066-1.

10.Franke Jörg, Hellsten Antti, Schlünzen Heinke, Carissimo Bertrand (eds.)Best Practice Guideline for the CFD Simulation of Flows in the Urban Environmen. Hamburg, Germany, University of Hamburg, Meteorological Institute, 2007. 53 р. Available at: https://www.researchgate.net/publication/257762102/download.

11.An Jang Bi. Analysis of Point and Area-averaged Pressure Coefficients Measured on the WERFL Building. Texas Tech University, 2004, pp. 1—8.

12.Bitsuamlak G. T., Stathopoulos T., Bedard C. Numerical Evolution of Turbulent Flows over Complex Terrains. A Review. Journal of Aerospace Engineering, 2004, no. 17 (4), pp. 135—145.

13.Blosken B., Stathopoulos T., Carmeliet J. Cfd Simulation of Atmospheric Boundary Layer-Wall Function Problems. Atmospheric Environment, 2007, vol. 41 (2), pp. 238—252.

14.Davidson L. An Introduction to Turbulence Models: Report. Goteborg, Sweden: Chalmer University of Technology, 1997. 48 p. Available at: https://cfd.spbstu.ru/agarbaruk/doc/2011_Davidson_An%20introduction%20to%20turbulence%20models.pdf.

15.Devin A. Brown. Analysis of Wind-Induced Acceleration and Pressure Data from an Eight-Hundred-Foot Building. USA, Universityof Notre Dame, 2003. 144 p.

16.Dryden H. L., Hill G. C. Wind Pressure on a Model of the Empire Building. Moscow, 2010. 191 p.

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17.Holmes J. D. Wind Loading of Structures. Great Brittan, Eastbourn, 2005. 356 p.

18.Irwin P. A., Baker W. F. The Wind Engineering of the Burj Dubai Tower. Proc. of the Council on Tall Buildings and Urban Habitat Seventh World Congress, Renewing the Urban Landscape, New York, October 16—19. Chicago, 2005. 10 р.

19.Liaw K. Simulation of Flow around Bluff Bodies Deck Section Using CFD: PhD thesis. University of Nottinghem, 2005. 251 p. Available at: http://eprints.nottingham.ac.uk/10125/1/KFL_thesis.pdf.

20. Longeley J. D., Gallacher M. W., Dorcy J. R. e. a. Shortterm Measurements of Airflow and Turbulence in Two Street Canyonsin Manchester. Atmospheric Environmental, 2004, vol. 38, no. 1, pp. 69—79.

21.Mayr G. J., Armi L., Arnold S. e. a. Gap Flow Measurements during The Mesoscale Alpine Programme. Meteorologyand Atmospheric Physics, 2004, vol. 86, no. 1—2, pp. 99—119.

22.RoyA. K., Sharma A., MohantyB., Singh J. Wind Load on High Rise Buildings with Different Configurations: A Critical Review. Conference: International Conference on Emerging Trends in Engineering Innovations & Technology Management, at Hamirpur, HP, India, December 2017. India, 2017. Pp. 372—379р. Available at: https://www.researchgate.net/publication/322725885_Wind_Load_on_High_Rise_Buildings_with_Different_Confi gurations_A_Critical_Review.

23.Tamura Y. Wind Resistant Design of Tall Buildings in Japan. Tokyo Polytechnic University, 2004. Available at: https://ru.scribd.com/document/81166888/2006-Tamura-Wind-Resistand-Design-of-Tall-Buildings-in- Japan.

24.Tamura Y. Wind Tunnel Tests and Full-scale Measurements. Lecture 7. Tokyo Polytechnic University, Atsugi, Japan, 2008. Available at: http://www.wind.arch.t-kougei.ac.jp/info_center/ITcontent/tamura/7.pdf.

25.Yassen El-Sayed Yassen Ahmed. CFD Modelling of the Atmospheric Boundary Layer in Short Test Section Wind Tunnel. American Journal of Aerospace Engineering, 2015, vol. 2, no. 1—1, pp. 38—46.

26.Yin Zhou, Kijevski T., Kareem A. Along-Wind Load Effects on Tall Buildings: Comparative Study of Major International Codes and Standards. Journal of Structural Engineering, 2002, no. 128, pp. 788—796. Available at: https://www.researchgate.net/publication/228797585_Along-Wind_Load_Effects_on_Tall_Buildings_Compara- tive_Study_of_Major_International_Codes_and_Standards.

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Russian Journal of Building Construction and Architecture

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