Table 3. Sensitivity analysis.
Study | Parameter | Before exclusion | After exclusion | Statistical significance |
---|---|---|---|---|
Braito et al.[14] (2016) | Vertical GRF | SMD = -0.08, 95% CI = -0.36 to 0.20, Z = 0.53, P = 0.60 |
SMD = -0.04, 95% CI = -0.36 to 0.29, Z = 0.22, P = 0.83 |
No difference |
Joint moment | SMD = 0.04, 95% CI = -0.55 to 0.63, Z = 0.13, P = 0.90 |
SMD = -0.09, 95% CI = -0.91 to 0.74, Z = 0.20, P = 0.84 |
No difference | |
Kinematic results | SMD = 0.15, 95% CI = -0.72 to 1.02, Z = 0.34, P = 0.74 |
SMD = 0.83, 95% CI = -1.18 to 2.85, Z = 0.81, P = 0.42 |
No difference | |
Spatiotemporal results | SMD = 0.32, 95% CI = 0.05 to 0.60, Z = 2.29, P = 0.02 |
SMD = 0.83, 95% CI = -1.18 to 2.85, Z = 0.81, P = 0.42 |
Difference | |
Wiik et al.[13] (2013) | Vertical GRF | SMD = -0.08, 95% CI = -0.36 to 0.20, Z = 0.53, P = 0.60 |
SMD = 0.21, 95% CI = -0.13 to 0.56, Z = 1.20, P = 0.23 |
No difference |
Spatiotemporal results | SMD = 0.32, 95% CI = 0.05 to 0.60, Z = 2.29, P = 0.02 |
SMD = 0.20, 95% CI = -0.11 to 0.50, Z = 1.26, P = 0.21 |
Difference |
GRF, ground reaction force; SMD, standardized mean difference; CI, confidence interval