The main purpose of numerical studies on an engineering basis was to complexically perform calculations of the tower
evaluating all possible impact factors that could influence the behaviour of tower constructions.
The experiment involved complexically applied numerical methods for analyzing constructions of the steel-reinforced
concrete tower impacted by complicated stress-strain status and showed the most realistic simulation of strain impact
distribution over the building as well as a response of the building to that structure. With reference to the obtained results
using numerical methods, besides a detailed analysis of structural behaviour and condition, the article focuses on forecasting
the upcoming stages of the building life cycle.
On the basis of data on numerical analysis and analytical methods, and along with issued normative documents, an expert
evaluation of the building regarding analytical methods was performed following the requirements for normative
documents.
The calculations primarily focused on dominating wind load and its consequences that could determine the after-effects
of such impact. Therefore, the following aspects were considered:
• to create an authentic geometrically close to the real building model of a tower and highly accurately evaluate factors
that can define the consequences of the impact created by wind etc. loads;
• to assess the terrain and aerodynamic factors that depend on that particular area;
• to analyze determining wind loads and establish design and actual wind loads for control calculations;
• to calculate computational fluid dynamics (CFD) evaluating normative requirements for wind loads and perform
analysis using the revised data.