From: Dynamic displacement estimation and modal analysis of long-span bridges integrating multi-GNSS and acceleration measurements
Mode
Frequency (Hz)
Damping ratio (%)
MAC
Theoretical value
Estimated value
1
2.0069
2.0059
0.51
0.54
1.00
2
4.2930
4.2885
0.25
0.23
3
6.2148
6.2150
0.12
0.09
4
7.6691
7.6552
0.40
0.26