Table 2 Analytical results with SAP2000.
From: Seismic Performance Assessment of Deteriorated Two-Span Reinforced Concrete Bridges
Item | Shear force (kN) | Bending moment (kN-m) | Axial force (kN) | Displacement (mm) | ||||
|---|---|---|---|---|---|---|---|---|
M | T | M | T | M | T | M | T | |
Abutment 1 | 0.0 | 0.0 | 0.0 | 0.0 | 3788.3 | 2873.3 | 40.0 | 33.0 |
Bridge column | Â | Â | Â | Â | Â | Â | Â | Â |
 Upper | 991.5 | 835.5 | 2985.1 | 1015.0 | 2287.9 | 2272.2 | 39.9 | 32.9 |
 Lower | 991.5 | 835.5 | 4130.6 | 3381.3 | 2287.9 | 2272.2 | 0.0 | 0.0 |
Abutment 2 | 0.0 | 0.0 | 0.0 | 0.0 | 2818.4 | 2084.9 | 40.0 | 33.0 |