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Table 4 The samples of elastic modulus for two metal beams

From: Efficient Inverse Method for Structural Identification Considering Modeling and Response Uncertainties

No. E1 (GPa) E2 (GPa) No. E1 (GPa) E2 (GPa)
1 127.00 127.67 11 131.40 124.40
2 147.00 132.00 12 131.80 121.47
3 131.00 127.33 13 134.60 120.00
4 135.00 129.33 14 135.40 128.40
5 139.00 134.67 15 137.00 130.00
6 143.00 131.00 16 138.20 124.53
7 136.20 127.87 17 139.40 140.00
8 133.00 127.00 18 143.80 136.80
9 138.20 136.33 19 141.40 135.33
10 138.60 130.00 20 142.60 135.00