Research Article

Damage Identification of Full-Scale Steel Truss Structure Based on Model Condensation and Mean-Value Normalization Regularization Techniques

Table 2

The comparison between experimental and analytical modal parameters.

ModeExperimental frequency (Hz)Before updatingAfter updating
Analytical frequency (Hz)Error (%)MACAnalytical frequency (Hz)Error (%)MAC

17.96887.71325.720.93127.9670.020.9912
226.718825.45618.470.925226.7020.060.9831
337.265635.45215.670.903237.2460.050.9742
441.718840.75413.750.890341.7080.030.9683