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Table 2 The uncertain samples of elastic modulus and cross-sectional areas

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

No.

E1

E2

A1

A2

A3

1

193.55

199.94

483.69

516.33

557.19

2

180.20

205.09

475.50

533.20

530.00

3

197.44

219.59

484.36

524.87

545.63

4

185.93

200.91

493.09

524.45

540.06

5

195.43

222.24

490.09

519.66

541.48

6

197.20

211.34

494.25

526.65

560.05

7

210.37

223.13

491.70

515.63

542.36

8

215.95

242.00

513.15

504.00

550.91

9

195.36

231.73

492.17

518.38

557.84

10

180.55

205.90

476.72

532.07

533.98

11

203.96

198.57

493.66

528.92

567.00

12

208.51

237.36

503.16

514.38

537.26

13

192.59

212.59

502.65

524.18

567.19

14

185.45

198.39

479.16

522.05

557.93

15

184.61

190.24

483.89

540.25

541.96

16

193.30

205.52

489.60

516.30

563.46

17

194.00

234.50

503.49

504.11

558.13

18

190.11

203.12

509.57

522.80

543.14

19

195.75

227.85

487.32

531.32

533.62

20

197.78

209.24

515.79

511.90

568.59

21

176.39

190.35

483.45

540.92

538.05

22

220.00

230.36

520.00

520.71

533.50

23

172.00

200.96

474.00

522.36

546.00

24

195.65

221.52

493.44

521.94

551.84

25

187.48

225.78

509.64

515.95

556.02

26

196.23

207.20

492.63

527.90

531.04

27

193.90

190.00

487.14

546.00

564.30

28

178.17

230.40

481.18

507.68

533.72

29

198.36

195.18

502.02

535.06

551.27

30

198.48

210.07

483.88

521.69

543.34

31

195.01

219.09

486.01

532.02

539.27

32

208.32

203.44

501.86

533.46

558.00

33

200.77

208.20

508.35

517.63

555.15

34

199.62

213.70

495.37

529.31

570.00

35

183.58

205.11

496.05

514.84

549.93