This model presents a graduation thesis focused on assessing the seismic vulnerability of unreinforced masonry buildings using the capacity spectrum method. The study provides insights into the structural behavior and resilience of these buildings during seismic events. Such analysis is crucial for improving seismic design methods and retrofitting strategies. More details can be found under thesis reference number 000525.
Seismic Vulnerability of Masonry Buildings
| Number of Nodes | 258 |
| Number of Lines | 363 |
| Number of Members | 0 |
| Number of Surfaces | 74 |
| Number of Solids | 0 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 7 |
| Number of Result Combinations | 0 |
| Total Weight | 250.531 tons |
| Dimensions (Metric) | 9.700 x 6.700 x 11.080 m |
| Dimensions (Imperial) | 31.82 x 21.98 x 36.35 feet |
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