PSI - Issue 41

Abdoullah Namdar et al. / Procedia Structural Integrity 41 (2022) 403–411 Author name / Structural Integrity Procedia 00 (2019) 000–000

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Normal Q-Q Plot of Model-1. mu = 108.95263 sigma = 81.39502

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Expected Value Reference Line Lower Percentiles Upper Percentiles

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Model-1

Normal Q-Q Plot of Model-2. mu = 126.58924 sigma = 111.33032

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Model-2

Normal Q-Q Plot of Model-3. mu = 113.85673 sigma = 92.3004

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Model-3

Fig. 5. The nonlinear displacement prediction of models 1, 2, and 3.