This thesis examines methodologies for calculating wind loads on monolithic frame buildings, focusing on structural reliability and computational analysis in accordance with international standards and national codes. The thesis utilizes RFEM software to analyze dynamic wind effects and aerodynamic behavior 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 t |
| 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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