Table 6 An analysis of calculated peak ground acceleration (PGA) alongside findings from other research for a 10% likelihood of exceedance in selected cities over a 50-year period.
City | NDMA (Iyengar et al.53) | BIS (IS54) | Nath and Thingbaijam55 | Das et al.7 (Bed Rock) | Sreejaya et al.56 | Present study |
|---|---|---|---|---|---|---|
Guwahati | 0.23 | 0.18 | 0.66 | 0.32 | 0.50 | 0.81 |
Imphal | 0.35 | 0.18 | 0.68 | 0.16 | 0.50 | 0.68 |
Agartala | 0.18 | 0.18 | 0.50 | 0.20 | 0.50 | 0.61 |
Shillong | 0.25 | 0.18 | 0.70 | 0.33 | 0.50 | 0.89 |
Kohima | 0.20 | 0.18 | 0.60 | 0.15 | 0.50 | 0.68 |
Gangtok | 0.15 | 0.18 | 0.50 | 0.18 | 0.50 | 0.59 |
Itanagar | 0.30 | 0.18 | 0.63 | 0.19 | 0.50 | 0.70 |
Tezpur | 0.20 | 0.18 | 0.60 | 0.20 | 0.50 | 0.76 |
Aizwal | 0.18 | 0.18 | 0.50 | 0.20 | 0.50 | 0.57 |