Evaluation on Impact Interaction between Abutment and Steel Girder Subjected to Nonuniform Seismic Excitation

Table 4

Peak response of moment force and curvature.

Case	Curvature (1/m)	Moment (kN·m)
Uniform	0.0026	7.51 10^3
Nonuniform (400 m/s)	0.0051	9.28 10^3
Nonuniform (200 m/s)	0.0032	8.06 10^3