This graduation thesis analyzes the dynamic calculation methods for steel structures according to Eurocode 8 using the powerful RFEM 6 software. The thesis investigates various dynamic influences on structures and evaluates relevant calculation methods and their application in practice. The project aims to improve the efficiency and accuracy of simulations in the seismic analysis of steel structures.
Analysis of Dynamic Calculation Methods for Steel Structures
| Number of Nodes | 188 |
| Number of Lines | 178 |
| Number of Members | 0 |
| Number of Surfaces | 14 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 0.001 tons |
| Dimensions (Metric) | 0,252 x 0,405 x 0,103 m |
| Dimensions (Imperial) | 0.83 x 1.33 x 0.34 feet |
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