Research Article
Developing Seismic Risk Prediction Functions for Structures
Table 1
Capacity parameters and damage states of the corresponding prototype system.
| | Damage level | Equivalent base shear
(m/sec2) | Drift demand
(%) | Damage description |
| | Minor (DS1) | 1.67 | 0.05 | Separation of reinforced concrete slab and ring beams from walls | | Moderate (DS2) | 3.92 | 0.48 | Crack initiation in the masonry in-plane walls and around the openings | | Major (DS3) | 5.00 | 1.49 | Widening of cracks and falling of stones from the out-of-plane walls | | Collapse (DS4) | 1.47 | 2.65 | Complete collapse of the structural model |
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