| Literature DB >> 29270146 |
Heungsun Hwang1, Yoshio Takane2, Kwanghee Jung3.
Abstract
Generalized structured component analysis (GSCA) is a component-based approach to structural equation modeling (SEM), where latent variables are approximated by weighted composites of indicators. It has no formal mechanism to incorporate errors in indicators, which in turn renders components prone to the errors as well. We propose to extend GSCA to account for errors in indicators explicitly. This extension, called GSCAM, considers both common and unique parts of indicators, as postulated in common factor analysis, and estimates a weighted composite of indicators with their unique parts removed. Adding such unique parts or uniqueness terms serves to account for measurement errors in indicators in a manner similar to common factor analysis. Simulation studies are conducted to compare parameter recovery of GSCAM and existing methods. These methods are also applied to fit a substantively well-established model to real data.Entities:
Keywords: bias correction; generalized structured component analysis; measurement error; structural equation modeling; uniqueness
Year: 2017 PMID: 29270146 PMCID: PMC5723672 DOI: 10.3389/fpsyg.2017.02137
Source DB: PubMed Journal: Front Psychol ISSN: 1664-1078
Figure 1The structural equation model specified for the first simulation study. Standardized parameters are given in parentheses.
Relative biases expressed as percentages (RB(%)), standard deviations (SD), and mean square errors (MSE) of standardized loadings and path coefficients obtained from GSCA, GSCAM, PLSc, and CSA over different sample sizes.
| 100 | Loadings | 0.7 | 15.77 | 0.64 | −1.11 | −0.03 | 0.04 | 0.09 | 0.12 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 |
| 0.7 | 15.91 | 1.04 | −0.79 | −0.14 | 0.04 | 0.09 | 0.11 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 15.59 | 0.33 | −1.29 | −0.73 | 0.04 | 0.09 | 0.11 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 16.00 | 1.49 | −0.33 | 0.37 | 0.04 | 0.09 | 0.09 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 15.80 | 0.56 | −0.09 | −0.29 | 0.04 | 0.09 | 0.09 | 0.07 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 15.60 | 1.04 | −1.07 | −0.54 | 0.04 | 0.09 | 0.09 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 15.80 | 0.34 | −0.50 | −0.46 | 0.04 | 0.09 | 0.11 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 15.97 | 1.44 | −1.19 | 0.26 | 0.04 | 0.09 | 0.12 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 15.93 | 0.91 | −0.64 | 0.03 | 0.04 | 0.09 | 0.11 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| Paths | 0.6 | −25.00 | −4.65 | 0.87 | −0.60 | 0.08 | 0.10 | 0.10 | 0.11 | 0.03 | 0.01 | 0.01 | 0.01 | |
| 0.6 | −24.52 | −4.08 | 1.42 | −0.02 | 0.08 | 0.10 | 0.10 | 0.10 | 0.03 | 0.01 | 0.01 | 0.01 | ||
| 200 | Loadings | 0.7 | 15.80 | −0.01 | −0.36 | −0.43 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.01 | 0.00 |
| 0.7 | 15.90 | 0.27 | −0.51 | −0.10 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.01 | 0.00 | ||
| 0.7 | 16.06 | 0.80 | −0.41 | 0.17 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.01 | 0.00 | ||
| 0.7 | 15.94 | 0.24 | 0.01 | −0.07 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 15.94 | 0.60 | −0.33 | −0.17 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 15.99 | 0.71 | −0.31 | −0.06 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.00 | 0.39 | −0.40 | 0.01 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.01 | 0.00 | ||
| 0.7 | 15.96 | 0.50 | −0.33 | −0.03 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.01 | 0.00 | ||
| 0.7 | 15.97 | 0.47 | −0.36 | 0.01 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.01 | 0.00 | ||
| Paths | 0.6 | −25.10 | −1.82 | 0.67 | −0.18 | 0.06 | 0.07 | 0.07 | 0.07 | 0.03 | 0.01 | 0.01 | 0.01 | |
| 0.6 | −24.90 | −1.63 | 0.87 | 0.18 | 0.06 | 0.07 | 0.07 | 0.07 | 0.03 | 0.01 | 0.01 | 0.00 | ||
| 500 | Loadings | 0.7 | 16.03 | 0.14 | −0.03 | 0.00 | 0.02 | 0.04 | 0.05 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 |
| 0.7 | 16.01 | 0.20 | −0.30 | −0.13 | 0.02 | 0.04 | 0.05 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.09 | 0.29 | 0.01 | 0.10 | 0.02 | 0.04 | 0.05 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.06 | 0.33 | −0.09 | 0.06 | 0.02 | 0.04 | 0.04 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 15.96 | 0.11 | −0.19 | −0.11 | 0.02 | 0.04 | 0.04 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.00 | 0.09 | −0.04 | −0.06 | 0.02 | 0.04 | 0.04 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.03 | 0.17 | −0.13 | −0.14 | 0.02 | 0.04 | 0.05 | 0.04 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.07 | 0.37 | −0.34 | −0.11 | 0.02 | 0.04 | 0.05 | 0.06 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.04 | 0.07 | 0.21 | −0.23 | 0.02 | 0.04 | 0.05 | 0.06 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| Paths | 0.6 | −25.73 | −1.02 | −0.10 | −0.35 | 0.04 | 0.04 | 0.05 | 0.04 | 0.03 | 0.00 | 0.00 | 0.00 | |
| 0.6 | −25.32 | −0.45 | −0.45 | −0.02 | 0.04 | 0.05 | 0.05 | 0.06 | 0.02 | 0.00 | 0.00 | 0.00 | ||
| 1,000 | Loadings | 0.7 | 16.04 | 0.13 | −0.13 | 0.00 | 0.01 | 0.03 | 0.04 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 |
| 0.7 | 16.01 | 0.04 | −0.14 | −0.13 | 0.01 | 0.03 | 0.03 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.06 | 0.07 | 0.07 | 0.01 | 0.01 | 0.03 | 0.04 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.01 | 0.01 | −0.04 | −0.03 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 15.94 | −0.10 | −0.17 | −0.13 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 15.97 | 0.07 | −0.21 | −0.11 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.03 | −0.04 | 0.04 | −0.19 | 0.01 | 0.03 | 0.04 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.14 | 0.30 | 0.09 | 0.20 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.07 | 0.23 | −0.09 | 0.11 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| Paths | 0.6 | −25.60 | −0.25 | 0.20 | 0.15 | 0.02 | 0.03 | 0.03 | 0.03 | 0.02 | 0.00 | 0.00 | 0.00 | |
| 0.6 | −25.67 | −0.40 | 0.07 | 0.02 | 0.03 | 0.03 | 0.03 | 0.03 | 0.02 | 0.00 | 0.00 | 0.00 | ||
A factor-based structural equation model with equal loadings was specified.
Figure 2The structural equation model specified for the second simulation study. Standardized parameters are given in parentheses. A model misspecification involves addition of two cross loadings and a path coefficient as indicated by dashed arrows.
Relative biases expressed as percentages (RB(%)), standard deviations (SD), and mean square errors (MSE) of standardized loadings and path coefficients obtained from GSCA, GSCAM, PLSc, and CSA over different sample sizes.
| 100 | Loadings | 0.8 | 4.79 | −4.43 | −6.25 | −5.23 | 0.03 | 0.09 | 0.11 | 0.08 | 0.00 | 0.01 | 0.01 | 0.01 |
| 0.7 | 16.13 | 0.99 | −0.70 | −0.04 | 0.04 | 0.08 | 0.11 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.6 | 31.38 | 9.97 | 8.07 | 8.98 | 0.04 | 0.08 | 0.12 | 0.08 | 0.04 | 0.01 | 0.02 | 0.01 | ||
| 0.7 | 15.97 | 2.29 | −0.63 | 0.21 | 0.04 | 0.11 | 0.09 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.6 | 31.22 | 10.58 | 9.72 | 9.58 | 0.05 | 0.11 | 0.09 | 0.08 | 0.04 | 0.02 | 0.01 | 0.01 | ||
| 0.5 | 53.36 | 27.28 | 24.24 | 25.08 | 0.05 | 0.11 | 0.10 | 0.09 | 0.07 | 0.03 | 0.03 | 0.02 | ||
| 0.8 | 4.59 | −4.58 | −6.19 | −5.39 | 0.03 | 0.09 | 0.11 | 0.08 | 0.00 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 16.17 | 1.69 | −0.99 | 0.26 | 0.04 | 0.09 | 0.12 | 0.08 | 0.01 | 0.01 | 0.01 | 0.01 | ||
| 0.4 | 90.18 | 52.95 | 50.88 | 51.53 | 0.05 | 0.09 | 0.13 | 0.08 | 0.13 | 0.05 | 0.06 | 0.05 | ||
| Paths | 0.6 | −26.52 | −5.73 | 1.18 | −0.35 | 0.08 | 0.10 | 0.11 | 0.11 | 0.03 | 0.01 | 0.01 | 0.01 | |
| 0.6 | −26.67 | −5.40 | 2.12 | 0.07 | 0.08 | 0.10 | 0.10 | 0.10 | 0.03 | 0.01 | 0.01 | 0.01 | ||
| 200 | Loadings | 0.8 | 4.78 | −4.96 | −5.45 | −5.59 | 0.02 | 0.06 | 0.07 | 0.06 | 0.00 | 0.01 | 0.01 | 0.01 |
| 0.7 | 16.11 | 0.24 | −0.51 | −0.04 | 0.03 | 0.06 | 0.08 | 0.05 | 0.01 | 0.00 | 0.01 | 0.00 | ||
| 0.6 | 32.03 | 10.52 | 9.15 | 9.92 | 0.03 | 0.06 | 0.08 | 0.05 | 0.04 | 0.01 | 0.01 | 0.01 | ||
| 0.7 | 15.87 | 0.60 | −0.11 | −0.04 | 0.03 | 0.07 | 0.07 | 0.06 | 0.01 | 0.01 | 0.00 | 0.00 | ||
| 0.6 | 31.40 | 10.62 | 9.38 | 9.65 | 0.03 | 0.07 | 0.07 | 0.06 | 0.04 | 0.01 | 0.01 | 0.01 | ||
| 0.5 | 54.06 | 26.72 | 25.28 | 25.80 | 0.03 | 0.07 | 0.07 | 0.06 | 0.07 | 0.02 | 0.02 | 0.02 | ||
| 0.8 | 4.73 | −4.53 | −5.56 | −5.05 | 0.02 | 0.06 | 0.08 | 0.05 | 0.00 | 0.01 | 0.01 | 0.00 | ||
| 0.7 | 16.16 | 0.53 | −0.39 | −0.11 | 0.03 | 0.06 | 0.09 | 0.06 | 0.01 | 0.00 | 0.01 | 0.00 | ||
| 0.4 | 90.38 | 52.38 | 50.93 | 51.63 | 0.04 | 0.07 | 0.09 | 0.06 | 0.13 | 0.05 | 0.05 | 0.05 | ||
| Paths | 0.6 | −26.65 | −2.30 | 0.72 | −0.05 | 0.06 | 0.07 | 0.08 | 0.08 | 0.03 | 0.01 | 0.01 | 0.01 | |
| 0.6 | −27.15 | −2.33 | 1.05 | 0.25 | 0.06 | 0.07 | 0.07 | 0.07 | 0.03 | 0.01 | 0.01 | 0.00 | ||
| 500 | Loadings | 0.8 | 4.93 | −4.95 | −5.10 | −5.03 | 0.01 | 0.04 | 0.05 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0.7 | 16.23 | 0.21 | −0.33 | −0.10 | 0.02 | 0.04 | 0.05 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.6 | 32.10 | 10.07 | 9.73 | 9.88 | 0.02 | 0.04 | 0.05 | 0.03 | 0.04 | 0.00 | 0.01 | 0.00 | ||
| 0.7 | 15.99 | 0.50 | −0.13 | 0.09 | 0.02 | 0.04 | 0.04 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.6 | 31.42 | 9.90 | 9.53 | 9.63 | 0.02 | 0.04 | 0.04 | 0.04 | 0.04 | 0.01 | 0.01 | 0.00 | ||
| 0.5 | 54.10 | 25.82 | 25.66 | 25.68 | 0.02 | 0.04 | 0.04 | 0.04 | 0.07 | 0.02 | 0.02 | 0.02 | ||
| 0.8 | 4.73 | −4.89 | −5.25 | −5.13 | 0.01 | 0.04 | 0.05 | 0.03 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.27 | 0.37 | −0.37 | 0.09 | 0.02 | 0.04 | 0.05 | 0.03 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.4 | 90.60 | 51.88 | 52.13 | 51.73 | 0.02 | 0.04 | 0.06 | 0.04 | 0.13 | 0.04 | 0.05 | 0.04 | ||
| Paths | 0.6 | −27.28 | −1.18 | −0.07 | −0.35 | 0.04 | 0.05 | 0.05 | 0.05 | 0.03 | 0.00 | 0.00 | 0.00 | |
| 0.6 | −27.57 | −0.67 | 0.55 | 0.22 | 0.04 | 0.05 | 0.05 | 0.05 | 0.03 | 0.00 | 0.00 | 0.00 | ||
| 1,000 | Loadings | 0.8 | 4.94 | −4.95 | −5.20 | −5.06 | 0.01 | 0.03 | 0.03 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0.7 | 16.24 | 0.04 | −0.16 | −0.06 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.6 | 32.05 | 9.83 | 9.83 | 9.77 | 0.01 | 0.03 | 0.04 | 0.03 | 0.04 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 15.94 | 0.07 | −0.07 | −0.06 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.6 | 31.40 | 9.62 | 9.53 | 9.55 | 0.01 | 0.03 | 0.03 | 0.03 | 0.04 | 0.00 | 0.00 | 0.00 | ||
| 0.5 | 54.06 | 25.80 | 25.38 | 25.52 | 0.02 | 0.03 | 0.03 | 0.03 | 0.07 | 0.02 | 0.02 | 0.02 | ||
| 0.8 | 4.71 | −5.14 | −5.06 | −5.18 | 0.01 | 0.03 | 0.03 | 0.02 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 16.33 | 0.36 | 0.07 | 0.20 | 0.01 | 0.03 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | 0.00 | ||
| 0.4 | 90.73 | 52.10 | 51.55 | 51.88 | 0.02 | 0.03 | 0.04 | 0.03 | 0.13 | 0.04 | 0.04 | 0.04 | ||
| Paths | 0.6 | −27.15 | −0.32 | 0.23 | 0.10 | 0.03 | 0.03 | 0.03 | 0.03 | 0.03 | 0.00 | 0.00 | 0.00 | |
| 0.6 | −27.93 | −0.47 | 0.12 | 0.07 | 0.03 | 0.03 | 0.03 | 0.03 | 0.03 | 0.00 | 0.00 | 0.00 | ||
A factor-based structural equation model with unequal loadings was specified.
Relative biases expressed as percentages (RB(%)), standard deviations (SD), and mean square errors (MSE) of standardized loadings and path coefficients obtained from GSCA, GSCAM, PLSc, and CSA over different sample sizes.
| 100 | Loadings | 0.8 | 2.90 | −4.35 | −4.89 | 0.04 | 0.08 | 0.07 | 0.00 | 0.01 | 0.01 |
| 0.7 | 13.76 | 0.71 | −0.01 | 0.04 | 0.08 | 0.07 | 0.01 | 0.01 | 0.01 | ||
| 0.6 | 28.48 | 10.13 | 8.87 | 0.05 | 0.08 | 0.08 | 0.03 | 0.01 | 0.01 | ||
| 0.0 | 12.89 | 2.08 | 1.72 | 0.10 | 0.13 | 0.16 | 0.03 | 0.02 | 0.03 | ||
| 0.7 | 2.84 | −0.80 | −1.73 | 0.08 | 0.16 | 0.14 | 0.01 | 0.03 | 0.02 | ||
| 0.6 | 27.92 | 11.15 | 11.73 | 0.05 | 0.10 | 0.08 | 0.03 | 0.02 | 0.01 | ||
| 0.5 | 49.14 | 27.64 | 26.32 | 0.06 | 0.11 | 0.08 | 0.06 | 0.03 | 0.02 | ||
| 0.0 | 12.72 | 2.14 | 4.01 | 0.08 | 0.11 | 0.15 | 0.02 | 0.01 | 0.02 | ||
| 0.8 | −4.31 | −7.20 | −9.75 | 0.06 | 0.13 | 0.13 | 0.01 | 0.02 | 0.02 | ||
| 0.7 | 15.90 | 2.26 | 2.67 | 0.04 | 0.09 | 0.08 | 0.01 | 0.01 | 0.01 | ||
| 0.4 | 89.50 | 53.35 | 53.88 | 0.05 | 0.09 | 0.09 | 0.13 | 0.05 | 0.05 | ||
| Paths | 0.6 | −5.18 | −6.68 | −4.50 | 0.08 | 0.11 | 0.12 | 0.01 | 0.01 | 0.01 | |
| 0.0 | −1.95 | 3.99 | 1.48 | 0.11 | 0.16 | 0.19 | 0.01 | 0.03 | 0.04 | ||
| 0.6 | −0.65 | −8.78 | −6.22 | 0.11 | 0.15 | 0.18 | 0.01 | 0.03 | 0.03 | ||
| 200 | Loadings | 0.8 | 2.80 | −5.10 | −5.66 | 0.02 | 0.06 | 0.05 | 0.00 | 0.01 | 0.00 |
| 0.7 | 13.73 | 0.17 | −0.40 | 0.03 | 0.06 | 0.05 | 0.01 | 0.00 | 0.00 | ||
| 0.6 | 29.08 | 10.47 | 9.88 | 0.03 | 0.06 | 0.05 | 0.03 | 0.01 | 0.01 | ||
| 0.0 | 13.40 | 1.08 | 0.66 | 0.07 | 0.08 | 0.12 | 0.02 | 0.01 | 0.01 | ||
| 0.7 | 2.69 | −0.53 | −0.39 | 0.05 | 0.11 | 0.11 | 0.00 | 0.01 | 0.01 | ||
| 0.6 | 27.90 | 10.60 | 10.28 | 0.03 | 0.07 | 0.06 | 0.03 | 0.01 | 0.01 | ||
| 0.5 | 49.72 | 26.62 | 26.28 | 0.04 | 0.07 | 0.06 | 0.06 | 0.02 | 0.02 | ||
| 0.0 | 12.38 | 0.62 | 0.62 | 0.05 | 0.08 | 0.11 | 0.02 | 0.01 | 0.01 | ||
| 0.8 | −3.60 | −5.24 | −5.76 | 0.04 | 0.10 | 0.11 | 0.00 | 0.01 | 0.01 | ||
| 0.7 | 15.69 | 0.63 | 0.63 | 0.03 | 0.06 | 0.06 | 0.01 | 0.00 | 0.00 | ||
| 0.4 | 89.35 | 52.40 | 51.75 | 0.04 | 0.06 | 0.06 | 0.13 | 0.05 | 0.05 | ||
| Paths | 0.6 | −4.88 | −2.32 | −1.40 | 0.06 | 0.08 | 0.08 | 0.00 | 0.01 | 0.01 | |
| 0.0 | −2.21 | 1.07 | 0.18 | 0.08 | 0.13 | 0.14 | 0.01 | 0.02 | 0.02 | ||
| 0.6 | −0.38 | −3.02 | −1.27 | 0.08 | 0.12 | 0.13 | 0.01 | 0.01 | 0.02 | ||
| 500 | Loadings | 0.8 | 3.01 | −4.98 | −4.96 | 0.02 | 0.04 | 0.03 | 0.00 | 0.00 | 0.00 |
| 0.7 | 13.84 | 0.19 | −0.14 | 0.02 | 0.04 | 0.03 | 0.01 | 0.00 | 0.00 | ||
| 0.6 | 29.22 | 10.07 | 9.93 | 0.02 | 0.04 | 0.03 | 0.03 | 0.00 | 0.00 | ||
| 0.0 | 12.98 | 0.16 | −0.33 | 0.04 | 0.05 | 0.07 | 0.02 | 0.00 | 0.01 | ||
| 0.7 | 3.39 | 0.29 | 0.53 | 0.03 | 0.07 | 0.07 | 0.00 | 0.00 | 0.00 | ||
| 0.6 | 27.85 | 9.90 | 9.82 | 0.02 | 0.04 | 0.04 | 0.03 | 0.01 | 0.00 | ||
| 0.5 | 49.68 | 25.82 | 25.64 | 0.02 | 0.04 | 0.04 | 0.06 | 0.02 | 0.02 | ||
| 0.0 | 12.39 | 0.13 | −0.40 | 0.03 | 0.05 | 0.08 | 0.02 | 0.00 | 0.01 | ||
| 0.8 | −3.48 | −5.08 | −4.63 | 0.03 | 0.06 | 0.07 | 0.00 | 0.01 | 0.01 | ||
| 0.7 | 15.77 | 0.40 | 0.23 | 0.02 | 0.04 | 0.04 | 0.01 | 0.00 | 0.00 | ||
| 0.4 | 89.53 | 51.95 | 52.03 | 0.02 | 0.04 | 0.04 | 0.13 | 0.04 | 0.04 | ||
| Paths | 0.6 | −5.12 | −1.32 | −0.43 | 0.03 | 0.05 | 0.05 | 0.00 | 0.00 | 0.00 | |
| 0.0 | −2.01 | 0.39 | −0.19 | 0.05 | 0.08 | 0.08 | 0.00 | 0.01 | 0.01 | ||
| 0.6 | −0.68 | −0.92 | 0.28 | 0.05 | 0.08 | 0.08 | 0.00 | 0.01 | 0.01 | ||
| 1,000 | Loadings | 0.8 | 3.00 | −4.98 | −5.04 | 0.01 | 0.03 | 0.02 | 0.00 | 0.00 | 0.00 |
| 0.7 | 13.87 | 0.04 | −0.07 | 0.01 | 0.03 | 0.02 | 0.01 | 0.00 | 0.00 | ||
| 0.6 | 29.17 | 9.83 | 9.72 | 0.01 | 0.03 | 0.03 | 0.03 | 0.00 | 0.00 | ||
| 0.0 | 13.00 | 0.09 | −0.27 | 0.03 | 0.04 | 0.05 | 0.02 | 0.00 | 0.00 | ||
| 0.7 | 3.37 | −0.03 | 0.37 | 0.02 | 0.05 | 0.05 | 0.00 | 0.00 | 0.00 | ||
| 0.6 | 27.78 | 9.65 | 9.53 | 0.02 | 0.03 | 0.03 | 0.03 | 0.00 | 0.00 | ||
| 0.5 | 49.56 | 25.70 | 25.54 | 0.02 | 0.03 | 0.03 | 0.06 | 0.02 | 0.02 | ||
| 0.0 | 12.45 | 0.22 | −0.07 | 0.02 | 0.03 | 0.06 | 0.02 | 0.00 | 0.00 | ||
| 0.8 | −3.45 | −5.30 | −4.98 | 0.02 | 0.04 | 0.05 | 0.00 | 0.00 | 0.00 | ||
| 0.7 | 15.81 | 0.36 | 0.21 | 0.01 | 0.03 | 0.03 | 0.01 | 0.00 | 0.00 | ||
| 0.4 | 89.58 | 52.13 | 52.03 | 0.02 | 0.03 | 0.03 | 0.13 | 0.04 | 0.04 | ||
| Paths | 0.6 | −4.92 | −0.38 | 0.17 | 0.02 | 0.03 | 0.04 | 0.00 | 0.00 | 0.00 | |
| 0.0 | −1.83 | 0.31 | 0.02 | 0.03 | 0.06 | 0.06 | 0.00 | 0.00 | 0.00 | ||
| 0.6 | −1.12 | −0.62 | −0.13 | 0.03 | 0.06 | 0.06 | 0.00 | 0.00 | 0.00 | ||
A misspecification of a factor-based structural equation model with unequal loadings was considered.
Figure 3The American customer satisfaction index model. No residual terms are displayed.
The estimates of standardized loadings of the ACSI model obtained from CSA, PLSc, and GSCAM.
| CE | z1 | 0.00 | 0.91 | 0.95 |
| z2 | −0.91 | 0.94 | 0.97 | |
| z3 | −0.94 | 0.96 | 0.92 | |
| PQ | z4 | 0.96 | 0.98 | 0.97 |
| z5 | 0.97 | 0.97 | 0.96 | |
| z6 | 0.94 | 0.93 | 0.97 | |
| PV | z7 | 0.93 | 0.90 | 0.96 |
| z8 | 1.02 | 1.05 | 0.99 | |
| CS | z9 | 1.00 | 0.98 | 0.99 |
| z10 | 0.98 | 0.94 | 0.99 | |
| z11 | 0.90 | 0.95 | 0.92 | |
| CC | z12 | 1.00 | 1.00 | 1.00 |
| CL | z13 | 0.93 | 0.94 | 0.96 |
| z14 | 1.00 | 1.00 | 0.99 |
The estimates of standardized path coefficients of the ACSI model obtained from CSA, PLSc, and GSCAM.
| CE → PQ (b1) | −0.97 | 0.95 | 0.93 |
| CE → PV (b2) | 1.35 | −0.28 | −0.11 |
| CE → CS (b3) | 1.83 | −0.21 | −0.05 |
| PQ → PV (b4) | 2.23 | 1.10 | 0.93 |
| PQ → CS (b5) | 2.90 | 1.01 | 0.80 |
| PV → CS (b6) | −0.13 | 0.21 | 0.27 |
| CS → CC (b7) | −0.45 | 0.46 | −0.46 |
| CS → CL (b8) | 0.47 | 0.51 | 0.50 |
| CC → CL (b9) | −0.47 | 0.44 | −0.45 |