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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