Research Article
A Nonlinear Static Procedure for the Seismic Design of Symmetrical Irregular Bridges
Table 1
Section properties of girder and piers.
| | Components | Area (m2) | Moment of inertia (m4) | Polar moment of inertia (m4) | Concrete type | Longitudinal reinforcement steel and area ratio |
| | Girder | 7 | 40 | 14 | C50 | — | | Column | 2.25 | 0.422 | 0.722 | C30 | HRB335, 0.66% |
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