Deterministic and Probabilistic Analysis of Nonsymmetrical Wind Effects to Symmetrical High Rise Buildings
This paper presents the results from the deterministic and probabilistic analysis of the nonsymmetrical wind effects (torsional effects, soil-structure interaction, wind action) to symmetrical high rise buildings. There are analyzed of uncertainties in the wind action to the various symmetrical high rise buildings. The Eurocode requires, that the resistance of structures must be checked to the accidental torsion effects. In the case of probabilistic
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