| Literature DB >> 26491669 |
Espen A F Ihlen1, Aner Weiss2, Jorunn L Helbostad3, Jeffrey M Hausdorff4.
Abstract
The present study compares phase-dependent measures of local dynamic stability of daily life walking with 35 conventional gait features in their ability to discriminate between community-dwelling older fallers and nonfallers. The study reanalyzes 3D-acceleration data of 3-day daily life activity from 39 older people who reported less than 2 falls during one year and 31 who reported two or more falls. Phase-dependent local dynamic stability was defined for initial perturbation at 0%, 20%, 40%, 60%, and 80% of the step cycle. A partial least square discriminant analysis (PLS-DA) was used to compare the discriminant abilities of phase-dependent local dynamic stability with the discriminant abilities of 35 conventional gait features. The phase-dependent local dynamic stability λ at 0% and 60% of the step cycle discriminated well between fallers and nonfallers (AUC = 0.83) and was significantly larger (p < 0.01) for the nonfallers. Furthermore, phase-dependent λ discriminated as well between fallers and nonfallers as all other gait features combined. The present result suggests that phase-dependent measures of local dynamic stability of daily life walking might be of importance for further development in early fall risk screening tools.Entities:
Mesh:
Year: 2015 PMID: 26491669 PMCID: PMC4605256 DOI: 10.1155/2015/402596
Source DB: PubMed Journal: Biomed Res Int Impact factor: 3.411
Figure 1(a) A schematic representation of the reaction distance 〈d (t)〉 based on i trajectories within a small neighborhood (gray circle) of the state space. The initial average perturbation distance 〈d (t)〉 was computed from multiple distances d (t) within the neighborhood. Note that the left panel illustrates a 3D state space reconstruction where the computations of 〈d (t)〉 are based on a 6D state space reconstruction. (b) A representative example of a log-reaction curve normalized to the step cycle for a faller (red) and a nonfaller (blue) for initial perturbation at 0% of the step cycle. (c) The same example of a log-reaction curve for initial perturbation at 60% of the step cycle. The slopes of the regression lines for the initial 10% (black lines in shaded areas of (a) and (b)) were defined as the local dynamic stability according to (1).
Figure 2A schematic illustration of partial least square discriminant analysis (PLS-DA) and target projection (TP) used in the present study. The prediction matrix X has a number of columns equal to the number of gait features and number of rows equal to the number of participants. The high number of gait features is projected to a small number of principle axes in the feature space and this projection is defined as the X-scores (T). The projection is provided by a weight matrix W for the gait feature matrix X and by a weight matrix C for the categorical (faller and nonfaller) response variable Y. The target projection method combines the weight matrices W and C in order to define the influence of each gait feature in the discrimination between fallers and nonfallers. The cross-product B of weights W and C is used to calculate the target projection scores V, which is a variable containing one score for each older person which maximizes the discrimination between fallers and nonfallers. The target projection score V is used to define the target projection loadings TP containing one loading for each gait feature that denotes its influence on the target projection score.
The gait features contained in the three predictor matrices X used in the partial least square discriminatory analysis (PLS-DA) of elderly fallers and nonfallers. The gait features written in italic style are the same features used in Weiss et al. (2013) [13].
| Predictor matrix | Predictor matrix | Predictor matrix |
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Gait feature defined for AP, ML, and V direction, separately.
Figure 3(a) Mean ± 1SD of the log-median 〈d (t)〉 for fallers (red) and nonfallers (blue) defined by the state space reconstruction Method 1 (differential coordinate embedding) for initial perturbation at 0%, 20%, 40%, 60%, and 80% of the step cycle. The smaller upper subplots show mean ± 1SD of local dynamic stability λ diff for fallers (red) and nonfallers (blue) together with p values. (b) Mean ± 1SD of the log-median 〈d (t)〉 for fallers (red) and nonfallers (blue) defined by the state space reconstruction Method 2 (delay coordinate embedding) for initial perturbation at 0%, 20%, 40%, 60%, and 80% of the step cycle. The smaller upper subplots show mean ± 1SD of local dynamic stability λ lag for fallers (red) and nonfallers (blue) together with p values.
Figure 4The TP-loading scores and corresponding p values for 46 gait features (predictor matrix X 1 in Table 1). The feature numbers in the middle are linked to the list of gait features as follows: (1) total number of walking bouts, (2) ML harmonic ratio, (3) total percent of walking duration, (4) V step symmetry, (5) AP amplitude of dominant frequency, (6) ML step regularity, (7) V acceleration root-mean-square, (8) ML acceleration root-mean-square, (9) total number of steps, (10) V harmonic ratio, (11) ML step symmetry, (12) AP acceleration root-mean-square, (13) AP slope of dominant frequency, (14) AP stride regularity, (15) ML stride regularity, (16) V step regularity, (17) ML acceleration range, (18) V stride regularity, (19) AP step symmetry, (20) median walking bout duration, (21) V acceleration range, (22) AP harmonic ratio, (23) ML width of dominant frequency, (24) V λ wolf, (25) AP step regularity, (26) V slope of dominant frequency, (27) V width of dominant frequency, (28) ML λ wolf, (29) AP width of dominant frequency, (30) AP λ wolf, (31) V amplitude of dominant frequency, (32) ML amplitude of dominant frequency, (33) ML slope of dominant frequency, (34) median number of steps for bout, (35) AP acceleration range, (36) λ diff (phase: 0%, (2)), (37) λ lag (phase: 0%, (2)), (38) Cadence, (39) average stride duration, (40) average step duration, (41) λ diff (phase: 60%, (2)), (42) λ lag (phase: 0%, (1)), (43) λ diff (phase: 0%, (1)), (44) λ lag (phase: 60%, (1)), (45) λ diff (phase: 60%, (1)), and (46) λ lag (phase: 60%, (2)). The phase-dependent local dynamic stability measures, λ lag and λ diff, are represented as green bars whereas conventional local dynamic stability measures, λ wolf, are represented as red bars. The yellow bars represent gait features used in Weiss et al. (2013).
Classification performance for predictor matrices X 1, X 2, and X 3 (see Table 1 for their definitions).
| Predictors | Predictors | Predictors | |
|---|---|---|---|
| Sensitivity | 0.72 | 0.72 | 0.69 |
| Specificity | 0.90 | 0.79 | 0.87 |
| AUC | 0.93 | 0.84 | 0.83 |
| Error (1 – accuracy) | 0.18 | 0.24 | 0.21 |
Figure 5ROC curves summarizing the performance of the PLS-DA for the predictor matrix X 1 (blue), predictor matrix X 2 (green), and predictor matrix X 3 (red) of gait features (see Table 1 for their definitions).
Interclass correlation (ICC) coefficient and its 95% confidence interval (CI) for the phase-dependent local dynamic stability measures, λ lag and λ diff.
| Features | ICC | ICC (95% CI) |
|---|---|---|
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| 0.90 | [0.84, 0.94] |
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| 0.89 | [0.82, 0.93] |
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| 0.92 | [0.88, 0.95] |
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| 0.90 | [0.85, 0.94] |
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| 0.86 | [0.77, 0.91] |
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| 0.85 | [0.76, 0.91] |
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| 0.93 | [0.88, 0.95] |
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| 0.92 | [0.87, 0.95] |