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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         
 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
  1. M Multi-model spectrum analysis, T Time-history analysis.