Seismic Performance Evaluation of a Fully Integral Concrete Bridge with End-Restraining Abutments

Table 3

Comparison of demand and capacity results.

Member	Displacement (mm)		Base shear force (kN)		Overturning moment (kN-m)
	Demand	Capacity	Demand	Capacity	Demand	Capacity
Abutment	7.5	1000.0	12,962	125,098	139,549	1,250,977
Pier 3	10.1	1116.1	2,283	40,564	14,524	405,640