Table 1 The maximum lateral displacement of the deck in isolated bridges
Models | Allowed Displacement (cm) | Subjected to Tabas earthquake | Subjected to Landers earthquake | Subjected to Loma Prieta earthquake | |||
|---|---|---|---|---|---|---|---|
Displacement (cm) | Stable/Unstable | Displacement (cm) | Stable/Unstable | Displacement (cm) | Stable/Unstable | ||
Model 2 (EB) | 10 | 7.34 | Stable | 36 | Unstable | 29 | Unstable |
Model 3 (LRB) | 15 | 4.9 | Stable | 25 | Unstable | 21 | Unstable |
Model 4 (FPB) | 15 | 11.3 | Stable | 295 | Unstable | 190 | Unstable |