This graduation thesis explores the methodologies for calculating wind loads on monolithic frame buildings, emphasizing structural reliability and computational analysis with respect to international standards and national codes. It analyzes dynamic wind effects and aerodynamic behavior utilizing RFEM software for precise simulations.
Methodological Approaches to Wind Load Calculation on Monolithic Frame Buildings
| Number of Nodes | 1040 |
| Number of Lines | 1298 |
| Number of Members | 360 |
| Number of Surfaces | 399 |
| Number of Solids | 0 |
| Number of Load Cases | 8 |
| Number of Load Combinations | 74 |
| Number of Result Combinations | 0 |
| Total Weight | 9902.520 tons |
| Dimensions (Metric) | 37.200 x 62.800 x 19.830 m |
| Dimensions (Imperial) | 122.05 x 206.04 x 65.06 feet |
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