Reaction Spectrum Comparative Analysis of Seismic Performance of 62 m CFST Bridge with Curved-String Truss before and after Reinforcement
Table 5
The peak values of displacement of the bridge.
Working conditions
Typical section
UX (mm)
UY (mm)
UZ (mm)
ROTX (rad)
ROTY (rad)
ROTZ (rad)
1
Fixed end
0.00
0.00
0.00
0.00
1.46E − 04
0.00
1/4L
0.70
5.07
1.58
6.73E − 04
4.60E − 05
2.97E − 04
1/2L
0.45
8.96
1.38
8.55E − 04
9.30E − 05
2.00E − 06
3/4L
0.58
5.09
1.05
6.59E − 04
3.50E − 05
3.14E − 04
Active side
0.55
0.00
0.00
0.00
1.22E − 04
0.00
2
Fixed end
0.00
0.00
0.00
0.00
1.10E − 04
0.00
1/4L
0.30
15.95
0.91
2.02E − 03
2.30E − 05
4.92E − 04
1/2L
0.19
27.79
1.17
2.55E − 03
3.10E − 05
2.00E − 06
3/4L
0.19
15.97
0.80
2.01E − 03
1.70E − 05
4.99E − 04
Active side
0.29
0.00
0.00
0.00
9.50E − 05
0.00
3
Fixed end
0.00
0.00
0.00
0.00
1.26E − 04
0.00
1/4L
0.42
4.87
1.17
6.65E − 04
2.50E − 05
1.98E − 04
1/2L
0.24
8.52
1.49
8.58E − 04
3.30E − 05
1.00E − 06
3/4L
0.22
4.88
0.99
6.60E − 04
2.20E − 05
2.03E − 04
Active side
0.38
0.00
0.00
0.00
1.15E − 04
0.00
∗UX indicates the displacement in the longitudinal direction of the bridge; UY indicates the displacement in the transverse direction of the bridge; UZ indicates the displacement in the vertical direction of the bridge; ROTX indicates the rotation around the X-axis; ROTY indicates the rotation around the Y-axis; ROTZ indicates the rotation around the Z-axis. The following is the same as here.
