Shock and Vibration / 2015 / Article / Tab 4

Research Article

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

Table 4

Peak response of moment force and curvature.

CaseCurvature (1/m)Moment (kN·m)

Uniform0.00267.51 103
Nonuniform (400 m/s)0.00519.28 103
Nonuniform (200 m/s)0.00328.06 103

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