Three-Dimensional Nonlinear Seismic Response of Immersed Tunnel in Horizontally Layered Site under Obliquely Incident SV Waves
Table 6
Shear stress (MPa).
Points
Angle
0°, 0°
0°, 15°
0°, 30°
30°, 0°
30°, 15°
30°, 30°
60°, 0°
60°, 15°
60°, 30°
A
1
1.105
0.938
2.273
1.134
0.770
5.050
0.938
0.490
4.782
2
1.127
1.103
2.366
1.307
1.051
7.600
1.009
0.988
5.372
3
1.105
0.938
2.273
1.134
0.770
5.050
0.938
0.490
4.782
4
1.127
1.103
2.221
1.307
1.051
7.600
1.009
0.988
5.372
B
1
0.326
0.343
1.055
0.731
0.690
1.900
0.986
0.991
1.226
2
0.359
0.419
1.723
0.945
0.885
3.678
1.505
1.517
2.691
3
0.318
0.248
0.939
0.560
0.516
1.900
0.856
0.853
1.345
4
0.359
0.419
1.723
0.945
0.885
3.549
1.505
1.517
2.691
C
1
0.194
0.218
0.711
0.506
0.437
1.005
0.714
0.620
1.161
2
0.217
0.252
1.218
0.752
0.580
1.878
1.096
0.924
2.179
3
0.194
0.202
0.653
0.392
0.315
1.061
0.633
0.520
1.078
4
0.217
0.252
1.174
0.752
0.499
1.729
1.096
0.918
2.175
Note. The angle is expressed as (,), the angle between the incident wave projecting to the ZX plane and the X axis is , and the angle between the incident wave and the Y-axis is .
