Research Article
Cause Analysis of Hindering On-Site Lean Construction for Prefabricated Buildings and Corresponding Organizational Capability Evaluation
Table 9
Rotated component matrix.
| Rotated component matrixa | | Component | 1 | 2 | 3 | 4 | 5 | 6 |
| B29 | 0.789 | 0.220 | 0.094 | 0.040 | −0.017 | 0.112 | B27 | 0.765 | 0.172 | 0.125 | −0.081 | 0.019 | 0.276 | B26 | 0.746 | 0.234 | 0.123 | 0.021 | 0.229 | 0.153 | B25 | 0.724 | 0.176 | 0.153 | 0.147 | 0.232 | 0.014 | B31 | 0.713 | 0.372 | −0.002 | 0.180 | 0.092 | −0.236 | B28 | 0.698 | 0.101 | −0.016 | 0.171 | −0.069 | 0.427 | B30 | 0.672 | 0.304 | 0.139 | −0.029 | 0.206 | −0.166 | B22 | 0.640 | 0.393 | 0.252 | 0.104 | 0.147 | −0.008 | B23 | 0.615 | 0.231 | 0.456 | 0.179 | −0.070 | −0.125 | B24 | 0.509 | 0.302 | 0.419 | 0.139 | 0.032 | −0.254 | B14 | 0.502 | 0.265 | 0.058 | 0.191 | 0.451 | 0.176 | B20 | 0.467 | 0.380 | 0.221 | 0.189 | −0.265 | 0.337 | B16 | 0.322 | 0.722 | 0.150 | −0.007 | 0.134 | 0.029 | B15 | 0.345 | 0.675 | 0.110 | 0.056 | 0.242 | −0.063 | B9 | 0.097 | 0.655 | 0.215 | 0.158 | 0.174 | 0.223 | B19 | 0.340 | 0.637 | 0.238 | 0.175 | −0.167 | 0.235 | B10 | 0.290 | 0.581 | 0.040 | 0.209 | 0.285 | 0.088 | B17 | 0.432 | 0.577 | 0.388 | −0.135 | −0.046 | 0.230 | B18 | 0.485 | 0.541 | 0.347 | 0.015 | −0.180 | 0.107 | B21 | 0.450 | 0.482 | 0.039 | 0.254 | 0.206 | 0.254 | B8 | 0.351 | 0.448 | 0.377 | 0.071 | 0.191 | −0.055 | B7 | −0.012 | 0.217 | 0.774 | 0.199 | 0.061 | −0.015 | B6 | 0.087 | 0.187 | 0.699 | 0.070 | 0.040 | 0.138 | B13 | 0.283 | 0.047 | 0.578 | 0.250 | 0.217 | 0.104 | B4 | 0.209 | 0.077 | 0.549 | 0.010 | 0.507 | 0.240 | B1 | 0.047 | 0.179 | 0.130 | 0.794 | −0.015 | −0.029 | B2 | 0.177 | 0.011 | 0.274 | 0.697 | 0.237 | 0.098 | B5 | 0.006 | 0.365 | 0.214 | 0.338 | 0.565 | 0.066 | B11 | 0.395 | 0.353 | 0.351 | 0.000 | 0.442 | 0.020 | B3 | 0.063 | 0.209 | 0.143 | 0.021 | 0.159 | 0.735 |
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Extraction method: principal component analysis. Rotation method: Varimax with Kaiser Normalization.a Rotation converged in 9 iterations.
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