Research Article
Cause Analysis of Hindering On-Site Lean Construction for Prefabricated Buildings and Corresponding Organizational Capability Evaluation
Table 8
Information regarding all components and the common components.
| Total variance explained | Component | Initial eigenvalues | Extraction sums of squared loadings | Rotation sums of squared loadings | Total | % of variance | Cumulative % | Total | % of variance | Cumulative % | Total | % of variance | Cumulative % |
| 1 | 12.239 | 40.795 | 40.795 | 12.239 | 40.795 | 40.795 | 6.758 | 22.526 | 22.526 | 2 | 2.224 | 7.412 | 48.207 | 2.224 | 7.412 | 48.207 | 4.553 | 15.175 | 37.701 | 3 | 1.380 | 4.598 | 52.805 | 1.380 | 4.598 | 52.805 | 3.142 | 10.472 | 48.173 | 4 | 1.273 | 4.244 | 57.049 | 1.273 | 4.244 | 57.049 | 1.755 | 5.851 | 54.023 | 5 | 1.211 | 4.035 | 61.085 | 1.211 | 4.035 | 61.085 | 1.698 | 5.661 | 59.685 | 6 | 1.075 | 3.583 | 64.668 | 1.075 | 3.583 | 64.668 | 1.495 | 4.983 | 64.668 | 7 | 0.947 | 3.157 | 67.824 | — | — | — | — | — | — | 8 | 0.851 | 2.835 | 70.660 | — | — | — | — | — | — | 9 | 0.792 | 2.641 | 73.301 | — | — | — | — | — | — | 10 | 0.761 | 2.537 | 75.838 | — | — | — | — | — | — | 11 | 0.695 | 2.316 | 78.154 | — | — | — | — | — | — | 12 | 0.667 | 2.222 | 80.376 | — | — | — | — | — | — | 13 | 0.624 | 2.080 | 82.456 | — | — | — | — | — | — | 14 | 0.518 | 1.728 | 84.184 | — | — | — | — | — | — | 15 | 0.494 | 1.647 | 85.831 | — | — | — | — | — | — | 16 | 0.461 | 1.538 | 87.369 | — | — | — | — | — | — | 17 | 0.441 | 1.469 | 88.837 | — | — | — | — | — | — | 18 | 0.412 | 1.372 | 90.209 | — | — | — | — | — | — | 19 | 0.375 | 1.251 | 91.460 | — | — | — | — | — | — | 20 | 0.346 | 1.153 | 92.612 | — | — | — | — | — | — | 21 | 0.306 | 1.019 | 93.632 | — | — | — | — | — | — | 22 | 0.282 | 0.939 | 94.571 | — | — | — | — | — | — | 23 | 0.275 | 0.918 | 95.489 | — | — | — | — | — | — | 24 | 0.260 | 0.868 | 96.358 | — | — | — | — | — | — | 25 | 0.220 | 0.734 | 97.092 | — | — | — | — | — | — | 26 | 0.215 | 0.717 | 97.808 | — | — | — | — | — | — | 27 | 0.196 | 0.652 | 98.461 | — | — | — | — | — | — | 28 | 0.177 | 0.589 | 99.050 | — | — | — | — | — | — | 29 | 0.147 | 0.489 | 99.539 | — | — | — | — | — | — | 30 | 0.138 | 0.461 | 100.000 | — | — | — | — | — | — |
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Extraction method: principal component analysis.
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