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Both bridges were similar in design and geometry having middle span of 110.0 m and two end spans of 40.0 m.
(4) No resonance of the middle span of the continuous bridge occurs for the second mode in the vertical and the radial directions.
The tensile stresses and deflections in the middle span of RC beam increase by 20 27% and 5.2 10.8%, respectively due to the effect of drying shrinkage and AGS.
Thus, SVM predicts damage locations in a cantilever beam quite well if the damage is in the middle span of the beam.
Figure 5 shows the comparison of the simulation and measurement time history curves of vertical dynamic deformation and acceleration in middle span of the simply supported beam.
For the locations in the middle span of the beam (125 to 350 mm), the prediction of damage location is quite accurate, varying from 1.46% to 4.93%.
Similar(47)
Figure 4 shows the middle span section of the simply supported beam, using C50 concrete.
In this paper, we will use the GNSS receivers installed on the middle span and top of the tower of the Forth Road Bridge in the GeoSHM project to investigate the dynamic characteristics of the bridge.
Figures 5 and 6 plot the time series of the station displacements at the middle span and top of the tower.
In order to produce the maximum moment and in turn a higher potential of cracking, the first and third span of the bridge was loaded with truck load (TR) while the middle span was free of TR (Fig. 11).
Because the main cable links the middle span and top of the tower, the displacements in longitudinal (X B ) direction of the tower are shown in Fig. 12b.
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