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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