One-way parametric ANOVA tests to determine homogeneity and statistic significant differences in resistance between the groups. by Rubén Agustín-Panadero (7164632)

“…<p>One-way parametric ANOVA tests to determine homogeneity and statistic significant differences in resistance between the groups.…”

Results of the cognitive tests that were significantly different between patients with Parkinson’s disease and healthy control participants. by Ryoji Naganuma (9389362)

“…<p>Results of the cognitive tests that were significantly different between patients with Parkinson’s disease and healthy control participants.…”

Statistical significance tests relative to linear regression model and confidence intervals for RMSE values of different models. by Patcharaporn Maneerat (19370158)

“…<p>Statistical significance tests relative to linear regression model and confidence intervals for RMSE values of different models.…”

Results of cluster analyses for the five tests showing significant post minus pre- music training differences. by Mylène Barbaroux (6707993)

“…For each box plot, the upper quartile, the median and the lower quartile are represented together with the upper and lower whiskers. Significant increases or decreases in post minus pre-differences compared to 0 (no change) are indicated with *: p < .05; **: p < .01 and ***: p < .001.…”

Chi-square test for the joint significance of variables. by Aregash Getachew Hailu (11986377)

Permutation test to evaluate the significance of the observed overlaps. by Nozomu Saeki (15374719)

Stress-strain curves of FRP confined specimens. by Qingwen Li (1510687)

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Parallel bonding model. by Qingwen Li (1510687)

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Crack propagation characteristics in the failure of BFRP confined coal gangue concrete. by Qingwen Li (1510687)

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The maximum values of strong contact force and strong contact number for FRP confined CGC. by Qingwen Li (1510687)

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Mechanical model of geogrid element. by Qingwen Li (1510687)

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18 The maximum values of strong contact force and strong contact number for FRP confined CGC. by Qingwen Li (1510687)

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The number of strong contact and strong contact force of CFRP confined concrete specimens under three coal gangue replacement rates (0%, 50%, 100%). by Qingwen Li (1510687)

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Raw coal gangue and coal gangue aggregates. by Qingwen Li (1510687)

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Crack propagation characteristics in the failure of CFRP confined coal gangue concrete. by Qingwen Li (1510687)

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10 Comparison of experimental and simulation results of GFRP confined specimens. by Qingwen Li (1510687)

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19 Crack propagation characteristics in the failure of GFRP confined coal gangue concrete. by Qingwen Li (1510687)

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Enhancement of stress and strain for FRP confined specimens. by Qingwen Li (1510687)

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Linear contact model. by Qingwen Li (1510687)

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Numerical simulation scheme. by Qingwen Li (1510687)

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