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Table 2 Estimated modal parameters of the numerical example

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

Theoretical value

Estimated value

1

2.0069

2.0059

0.51

0.54

1.00

2

4.2930

4.2885

0.25

0.23

1.00

3

6.2148

6.2150

0.12

0.09

1.00

4

7.6691

7.6552

0.40

0.26

1.00