Table 1 Bearing constraints of the bridge model
From: Long-term loss assessment of coastal bridges from hurricanes incorporating overturning failure mode
No. | x | y | z | No. | x | y | z |
|---|---|---|---|---|---|---|---|
R1 | – | C_O | Constrained | L1 | – | C_O | – |
R2 | – | C_O | Constrained | L2 | – | C_O | – |
R3 | Constrained | C_O | Constrained | L3 | Constrained | C_O | – |
R4 | – | C_O | Constrained | L4 | – | C_O | – |
R5 | – | C_O | Constrained | L5 | – | C_O | – |
R6 | – | C_O | Constrained | L6 | – | C_O | – |