Shock and Vibration / 2015 / Article / Tab 1

Research Article

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

Table 1

Bearing properties.

Location of bearings (kPa) (m2) (m) = GA/  (kN/m)Yielding strength (kN)

Left abutment 1.0 1030.030.15209.020.9
Middle pier cap1.0 1030.1260.15838.083.8
Right abutment1.0 1030.030.15209.020.9

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