Main / Issues / Vol. 17, N 4 (2011) / Articles

Wind load on a high-rise building

Ye. V. GorokhovDonbas National Academy of Civil Engineering and ArchitectureS. G. KuznetsovDonbas National Academy of Civil Engineering and ArchitectureV. N. VasylevDonbas National Academy of Civil Engineering and ArchitectureA. A. LozinskyDonbas National Academy of Civil Engineering and ArchitectureA. A. DrozdovDonbas National Academy of Civil Engineering and Architecture
Abstract: In the given work the analysis, operating in the various countries, standard documents and techniques of definition of wind loadings on a highrise building located in site development is carried out. The optimal technique is revealed. The special attention is given to the methods of definition of aerodynamic factors on surfaces of a highrise building and to specification of their share in absolute value of wind pressure. Comparison of existing wind tunnels of the closed and directflow type is resulted. The wind tunnel project carried out in the Donbas National Academy of Civil Engineering and Architecture, for definition of an estimation of features of an air pressure of a wind which are used for the decision of various technical problems and trial of highrise constructions is presented.

Keywords: высотное сооружение, строительная аэродинамика, аэродинамическая труба, ветровые воздействия.

Pages: 225-235.

PDF

For citation: Gorokhov, Ye. V.; Kuznetsov, S. G.; Vasylev, V. N. [et al.]. Wind load on a high-rise building. – Text : electronic. – In: Metal Constructions. – 2011. – Vol. 17, N 4. – Р. 225-235. – URL: https://donnasa.ru/publish_house/journals/mk/2011-4/02_gorohov_kuznecov_vasylev_lozinskij_drozdov.pdf (date of access: 24.11.2024). – ISSN 1993-3517. (in Russian)

Vol. 17, N 4 (2011)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture