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Fig. 11 Dynamic vibration response of middle span and corresponding dominant frequency signal extracted in lateral (Y B ) component.
Fig. 13 Dynamic vibration response of middle span and corresponding dominant frequency signal in height (Z B ) component.
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.
We can see that the correlation coefficients are − 0.701 and − 0.689, which demonstrates the high correlation between the middle span and the tower.
Figure 3 shows the distribution of the sensors and Fig. 4 gives the GNSS antennas and the anemometers located at the middle span and top of the tower.
Fig. 10 a Long-period movement component for middle span and (b) wind speed time series in lateral (Y B ) component.
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This paper, based on the data from GNSS receivers installed on the two middle span sites and top of the southern tower of the Forth Road Bridge, intends to reveal the dynamic characteristics of the bridge.
Both bridges were similar in design and geometry having middle span of 110.0 m and two end spans of 40.0 m.
Figure 5(a) describes the relationship of load (P) and deflection (displacement in the middle span) of both casted and printed prism specimens in the three-point bending process.
For the south tower, 0.18 Hz can be shown in all three directions, and 0.104 Hz are shown in the longitudinal (X B ) component because of the cables between the tower and middle span.
For the south tower, vibration frequencies of 0.18 Hz can be seen in all three directions, but 0.104 Hz is only visible in longitudinal component because of the cables linking the tower and middle span.
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