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

<div>Effective stability diagram. (a) Effective stability diagram (working condition: C1). (b) Effective stability diagram (working condition: S1).</div>

Shock and Vibration

fig12

Figure 12

Figure 12: RETRACTED: Application of Improved Combined Deterministic-Stochastic Subspace Algorithm in Bridge Modal Parameter Identification 