PSI - Issue 28

Abdoullah Namdar / Procedia Structural Integrity 28 (2020) 311–322 Author name / Structural Integ ity Procedia 00 ( 019) 0 0–000

319

9

Normal Probability Plot of Settlement in Y direction. mu = -0.30977 sigma = 4.37316

Fig. 5. c

Percentiles Reference Line Lower Percentiles Upper Percentiles

99.5

95

70

40

Percent

10

1

-15 -10

-5

0

5

10

15

Settlement in Y direction

Normal Q-Q Plot of Settlement in Y direction. mu = -0.30977 sigma = 4.37316

15

Expected Value Reference Line Lower Percentiles Upper Percentiles

Fig. 5. d

10

5

0

-5

Expected Normal Value

-10

-15

-10

-5

0

5

10

Settlement in Y direction

Fig. 5. The prediction settlement in X and Y directions.