The Comparative Analysis of Models of Wind Actions on Buildings and Constructions

ABSTRACT

The paper presents basic provisions of the theoretical model of TKP EN 1991-1-4 «Eurocode 1. Actions on structures. Part 1-4. General actions. Wind actions» and values of National Determined Parameters (NDP) for Belarus, and also results of numerical analysis of stress-strain state of bearing structures of buildings of three types in height of 25 m, 50 m and 200 m calculated taking into account wind actions models according to national Belarus, Russian Federation and Ukraine codes.