Shock and Vibration / 2015 / Article / Tab 2

Research Article

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

Table 2

Peak response of pounding force.

LocationUniformNonuniform (400 m/s)Nonuniform (200 m/s)
Time (s)Force (kN)Time (s)Force (kN)Time (s)Force (kN)

Left abutment15.462.79 1037.962.79 10312.121.57 103
Right abutment14.882.79 1037.522.79 10312.622.79 103

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