Research Article

Shaking Table Test of High Pier and Small Radius Curved Bridge under Multi-point Excitation

Table 3

Peak value of acceleration and displacement response of each pier.

LocationPier 1#Pier 2#Pier 3#
DirectionRadialTangentialRadialTangentialRadialTangential

Acceleration (gal)323.615499.124235.436371.163593.977315.012
Displacement (mm)10.43419.2047.167019.59720.36510.016
Resultant displacement (mm)21.85520.86622.694