Research Article

Dynamic Responses of Continuous Girder Bridges with Uniform Cross-Section under Moving Vehicular Loads

Table 15

Various analysis of numerical simulation with interaction.
(a) Dynamic load allowance in the side span ()

FactordofInitialModification

A0.234810.234825.470.250.234824.580.01
D0.007710.00770.83>0.250.00770.80>0.25
A × D0.002810.00280.30>0.250.00280.29>0.25
B0.001110.00110.12>0.250.00110.11>0.25
A × B0.000110.00010.01>0.25
D × B0.000110.00010.01>0.25
E0.002910.00290.32>0.250.00290.31>0.25
C0.000110.00010.01>0.25
A × C0.000110.00010.01>0.25
D × C0.003610.00360.39>0.250.00360.37>0.25
H0.004510.00450.49>0.250.00450.47>0.25
B × C0.050610.05065.49>0.250.05065.300.10
I0.067510.06757.330.250.06757.070.05
J0.007410.00740.80>0.250.00740.78>0.25
Error0.009210.00920.0095
Sum0.392415

(b) Dynamic load allowance in the middle span ()

FactordofInitialModification

A0.855110.85515.63>0.250.85514.440.10
D0.565910.56593.72>0.250.56592.940.15
A × D0.099110.09910.65>0.250.09910.51>0.25
B1.325211.32528.720.251.32526.880.05
A × B0.213410.21341.40>0.250.21341.11>0.25
D × B0.371410.37142.44>0.250.37141.930.15
E0.158210.15821.04>0.250.15820.82>0.25
C0.001710.00170.01>0.25
A × C0.001510.00150.01>0.25
D × C0.005710.00570.04>0.25
H0.194110.19411.28>0.250.19411.01>0.25
B × C0.017910.01790.12>0.25
I0.013810.01380.09>0.25
J0.039510.03950.26>0.250.03950.21>0.25
Error0.152010.15200.1926
Sum4.014715

(c) Vibration acceleration in the side span ()

FactordofInitialModification

A0.036310.036359.14>0.250.03630.670.10
D0.005210.00528.46>0.250.00520.100.15
A × D0.001810.00183.01>0.250.00180.03>0.25
B0.002710.00274.320.250.00270.050.05
A × B0.001510.00152.39>0.250.00150.03>0.25
D × B0.000310.00030.45>0.250.00030.010.15
E0.002110.00213.44>0.250.00210.04>0.25
C0.004510.00457.36>0.25
A × C0.001110.00111.77>0.25
D × C0.001310.00132.12>0.25
H0.000310.00030.42>0.250.00030.00>0.25
B × C0.042310.042368.95>0.25
I0.004310.00437.01>0.25
J0.002710.00274.43>0.250.00270.05>0.25
Error0.000610.00060.0541
Sum0.106915

(d) Vibration acceleration in the middle span ()

FactordofInitialModification

A0.074510.0745178.690.050.074527.120.01
D0.003510.00358.290.250.00351.26>0.25
A × D0.002210.00225.35>0.250.00220.81>0.25
B0.051810.0518124.280.100.051818.860.01
A × B0.014110.014133.750.250.01415.120.10
D × B0.002710.00276.580.250.00271.00>0.25
E0.000610.00061.38>0.25
C0.000110.00010.25>0.25
A × C0.000310.00030.66>0.25
D × C0.000210.00020.59>0.25
H0.003710.00378.810.250.00371.34>0.25
B × C0.006710.006716.000.250.00672.430.25
I0.006410.006415.360.250.00642.330.25
J0.001110.00112.71>0.25
Error0.000410.00040.0027
Sum0.168315

(e) Vibration acceleration of the vehicle body ()

FactordofInitialModification

A9.032019.0320436.160.059.0320323.170.01
D0.001610.00160.08>0.25
A × D0.003910.00390.19>0.25
B0.229810.229811.100.250.22988.220.05
A × B0.018010.01800.87>0.250.01800.65>0.25
D × B0.042310.04232.04>0.250.04231.51>0.25
E0.000510.00050.02>0.25
C0.000110.00010.00>0.25
A × C0.001110.00110.06>0.25
D × C0.084210.08424.06>0.250.08423.010.25
H0.232110.232111.210.250.23218.310.05
B × C0.004110.00410.20>0.250.00410.15>0.25
I0.384210.384218.550.250.384213.750.01
J0.031210.03121.50>0.250.03121.11>0.25
Error0.020710.02070.0279
Sum10.085915