Research Article

RETRACTED: Application of Improved Combined Deterministic-Stochastic Subspace Algorithm in Bridge Modal Parameter Identification

Table 3

Comparative analysis results of frequency.

ResultsThe first orderThe second orderThe third orderThe fourth orderThe fifth order

MIDAS results (Hz)1.042.563.774.548.43
Working condition: C1 (Hz)1.112.443.874.688.74
Percentage difference 1 (%)−6.34.9−2.6−3.0−3.5
Working condition: S1 (Hz)1.092.423.894.728.84
Percentage difference 2 (%)−4.65.8−3.1−3.8−4.6