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Journal of Infrastructure Preservation and Resilience

Table 4 The MAC values of GNSS-derived, acceleration-derived and data fusion-derived displacements

From: Dynamic displacement estimation and modal analysis of long-span bridges integrating multi-GNSS and acceleration measurements

Mode

MAC

GNSS

Acceleration

Data fusion

1

0.9016

0.9201

0.9401

2

0.9431

0.9437

0.9788

3

0.9302

0.9461

0.9759

4

–

0.9500

0.9664

5

–

0.9363

0.9625

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