Research Article
Seismic Vulnerability Assessment of School Buildings in Seismic Zone 4 of Pakistan
Table 6
Lognormal distribution parameters for fragilities against PGA and Sa(T1) for the considered school building typology.
| | Fragility parameter | Serviceability (LS1) | Damage control (LS2) | Collapse prevention (LS3) | | PGA | Sa(T1) | PGA | Sa(T1) | PGA | Sa(T1) |
| | 0.4842 | 0.8908 | 0.7156 | 1.3094 | 0.957 | 1.8399 | | 0.327 | 0.3266 | 0.1974 | 0.2606 | 0.1742 | 0.3353 |
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