Table 2 Summary of maximum displacement and settling time at points A and B under different control conditions.

From: Machine learning evaluation of PI control effects on neutral equilibrium in bridge virtual pier systems

Control Conditions

GP

GI

Maximum displacement at point A (mm)

Maximum displacement at point B (mm)

Settling time at point A (s)

Group 1

0.0

0.000

5.02

5.23

 > 25

Group 2

0.5

0.005

0.59

0.74

18.2

Group 3

1.0

0.010

0.39

0.38

9.8

Group 4

2.0

0.020

0.31

0.23

7.1