Response Surface-Based Finite Element Model Updating of Steel Box-Girder Bridges with Concrete Composite Decks

Table 3

Verification of the response surface model.

R^2	1	0.9999	0.9978	0.9938	0.9987	0.9845
RMSE	0.0034	0.0057	0.0062	0.0047	0.0032	0.0065