| Literature DB >> 36231479 |
Hongyu Gong1, Xiaozihan Wang2, Zihao Wang1, Ziyi Liu1, Qiushan Li3, Yunhan Zhang1.
Abstract
Quantitative assessment of urban vibrancy is crucial to understanding urban development and promoting sustainability, especially for rapidly developing areas and regions that have experienced post-disaster reconstruction. Taking Dujiangyan City, the hardest-hit area of the earthquake, as an example, this paper quantifies the urban economic, social, and cultural vibrancy after reconstruction by the use of multi-source data, and conducts a geographic visualization analysis. The purpose is to establish an evaluation framework for the relationship between the urban built environment elements and vibrancy in different dimensions, to evaluate the benefits of post-disaster restoration and reconstruction. The results show that the urban vibrancy reflected by classified big data can not be completely matched due to the difference in the data generation and collection process. The Criteria Importance Though Inter-criteria Correlation and entropy (CRITIC-entropy) method is used to construct a comprehensive model is a better representation of the urban vibrancy spatial characteristics. On a global scale, comprehensive vibrancy demonstrates high continuity and a bi-center structure. In the old town, the distribution of various urban vibrancies show diffusion characteristics, while those in the new district demonstrated a high degree of aggregation, and the comprehensive vibrancy is less sensitive to land-use mixture and more sensitive to residential land.Entities:
Keywords: geospatial model; geovisual analytics; multi-source data; post-disaster reconstruction; sustainable development
Mesh:
Year: 2022 PMID: 36231479 PMCID: PMC9566434 DOI: 10.3390/ijerph191912178
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 4.614
Figure 1Study area: Dujiangyan, China.
POI data classification.
| Integration Category | Specific Type | Counts |
|---|---|---|
| Traffic service | Bus stop/Place name and address information | 2187 |
| Education and culture | Education and culture services/Museums/Libraries/Theatres and concert halls/ Exhibition halls/Scientific research institutions and schools/Place name and address information | 1095 |
| Catering service | Catering services/Place name and address information | 5841 |
| Shopping service | Shopping services/Cars or motorcycle sales/Place name and address information | 10,982 |
| Life service | Life services/Public facilities/Access facilities/Indoor facilities/Place name and address information | 6882 |
| Corporate business | Access facilities/Place name and address information | 2190 |
| Government body | Government agencies/Social organizations/Place name and address information | 1912 |
| Accommodation service | Accommodation services/Place name and address information | 1928 |
| Residential area | Business residence/Place name and address information | 1878 |
| Health care | Health care services/Place name and address information | 1502 |
| Leisure and entertainment | Sports and leisure services/Famous tourist sites/Place name and address information | 1772 |
| Financial service | Financial insurance services/Place name and address information | 431 |
Figure 2Research framework.
The built environment elements selected for this study suggest that the determinants of urban vibrancy.
| Variables | Definition | Mean | Standard Deviation | Data Source |
|---|---|---|---|---|
| Land-use Mixture | the Simpson index of the mixed use of 12 POI types | 0.157 | 0.285 | (b) 1 |
| Percentage of Residential Land | The proportion of residential land areas in each unit | 0.031 | 0.119 | (a) 1 |
| Percentage of Commercial Land | The proportion of commercial land areas in each unit | 0.011 | 0.063 | (a) 1 |
| Percentage of Public Amenity Land | The proportion of public amenity land areas in each unit | 0.004 | 0.035 | (a) 1 |
| Road Closeness | a measure of how easy it is for a road to reach other roads within the search radius | 34.370 | 61.333 | (c) 1 |
| Road Betweenness | a measure of the probability of a road segment being passed by traffic flow | 770.402 | 1144.076 | (c) 1 |
| Distance to the bus stops | minimum distance from the grid center point to the nearest bus stop | 180.155 | 261.953 | (d) 1 |
1 (a) land-use data; (b) point-of-interest (POI) dataset; (c) road networks; (d) public transportation stations.
Figure 3Road closeness (a) and betweenness (b) of different search radius. The search radius equal to 400 m, 800 m, 1200 m, 5000 m, 8000 m, and N m.
Descriptive statistics of variables.
| Index | Abbreviation | Mean | Standard Deviation |
|---|---|---|---|
| Land-use Mixture Index | LMI | 0.17615635 | 0.31882732 |
| Residential Land Index | RLI | 0.03536129 | 0.13483714 |
| Commercial Land Index | CLI | 0.01238231 | 0.06834059 |
| Public Amenity Land Index | PALI | 0.00598902 | 0.05220615 |
| Distance Index | DI | 0.21211727 | 0.30846335 |
| Road Closeness Index | RCI | 0.08632102 | 0.15405602 |
| Road Betweenness Index | RBI | 0.06313485 | 0.09376886 |
Figure 4Spatial patterns of urban vibrancy in Dujiangyan. (a) Urban Social Vibrancy (USV). (a1) Urban Social Vibrancy on weekdays (USV1). (a2) Urban Social Vibrancy on weekends (USV2). (b) Urban Economic Vibrancy (UEV). (c) Urban Cultural Vibrancy (UCV). (d) Urban Comprehensive Vibrancy (UV).
The results for ordinary least squares regression.
| OLS Models | Coef | Beta Coef | Std. | Vif | R Square | Adjusted R Square | AICc | |
|---|---|---|---|---|---|---|---|---|
| Model 1 (USV) 1 | 0.721 | 0.720 | −10,023.679 | |||||
| Intercept | 0.001 | 0.339 | 0.005 | |||||
| RLI | 0.343 | 0.335 | 0.000 | 0.074 | 1.661 | |||
| CLI | 0.291 | 0.144 | 0.000 | 0.097 | 1.163 | |||
| PALI | 0.280 | 0.106 | 0.000 | 0.113 | 1.079 | |||
| DI | −0.030 | −0.067 | 0.000 | 0.017 | 1.142 | |||
| RCI | 0.490 | 0.547 | 0.000 | 0.131 | 2.966 | |||
| RBI | −0.163 | −0.111 | 0.000 | 0.071 | 1.696 | |||
| Model 2 (UCV) 1 | 0.668 | 0.668 | −13,120.566 | |||||
| Intercept | 0.001 | 0.440 | 0.004 | |||||
| LMI | 0.014 | 0.050 | 0.000 | 0.006 | 1.357 | |||
| RLI | 0.224 | 0.345 | 0.000 | 0.072 | 1.661 | |||
| CLI | 0.082 | 0.064 | 0.000 | 0.084 | 1.163 | |||
| PALI | 0.203 | 0.121 | 0.000 | 0.148 | 1.079 | |||
| DI | −0.034 | −0.121 | 0.000 | 0.020 | 1.142 | |||
| RCI | 0.325 | 0.573 | 0.000 | 0.142 | 2.966 | |||
| RBI | −0.164 | −0.175 | 0.000 | 0.097 | 1.696 | |||
| Model 3 (UEV) 1 | 0.695 | 0.695 | −13,626.702 | |||||
| Intercept | 0.011 | 0.000 | 0.004 | |||||
| LMI | 0.024 | 0.087 | 0.000 | 0.009 | 1.357 | |||
| RLI | 0.144 | 0.226 | 0.000 | 0.056 | 1.661 | |||
| CLI | 0.173 | 0.137 | 0.000 | 0.072 | 1.163 | |||
| PALI | 0.162 | 0.098 | 0.000 | 0.096 | 1.079 | |||
| DI | −0.013 | −0.046 | 0.000 | 0.012 | 1.142 | |||
| RCI | 0.351 | 0.629 | 0.000 | 0.074 | 2.966 | |||
| RBI | −0.145 | −0.158 | 0.000 | 0.073 | 1.696 | |||
| Model 4 (UV) 1 | 0.777 | 0.776 | −12,905.897 | |||||
| Intercept | 0.004 | 0.000 | 0.003 | |||||
| LMI | 0.023 | 0.066 | 0.000 | 0.009 | 1.357 | |||
| RLI | 0.268 | 0.330 | 0.000 | 0.060 | 1.661 | |||
| CLI | 0.192 | 0.120 | 0.000 | 0.080 | 1.163 | |||
| PALI | 0.244 | 0.116 | 0.000 | 0.092 | 1.079 | |||
| DI | −0.031 | −0.087 | 0.000 | 0.017 | 1.142 | |||
| RCI | 0.435 | 0.612 | 0.000 | 0.131 | 2.966 | |||
| RBI | −0.181 | −0.155 | 0.000 | 0.087 | 1.696 | |||
1 By changing only the search radius (400 m, 800 m, 1200 m, 5000 m, 8000 m, Nm) of road closeness and betweenness and repeating the OLS experiment, The research find all built environment elements have the best interpretation of USV, UEV, UCV, and UV when the search radius is 5000 m (refer to Table A3, Table A4, Table A5 and Table A6 in Appendix A). Therefore, the road closeness and betweenness with the search radius of 5000 m are selected.
The results for geographically weighted regression.
| GWR Models | Min | Median | Max | Mean | R Square | Adjusted R Square | AICc |
|---|---|---|---|---|---|---|---|
| Model 1 (USV) | 0.758 | 0.756 | −10,578.473 | ||||
| Intercept | −0.021 | 0.000 | 0.007 | −0.001 | |||
| LMI | −0.010 | 0.028 | 0.052 | 0.024 | |||
| RLI | 0.027 | 0.292 | 0.375 | 0.278 | |||
| CLI | 0.091 | 0.262 | 0.642 | 0.267 | |||
| PALI | 0.179 | 0.293 | 0.823 | 0.333 | |||
| DI | −0.052 | −0.014 | 0.021 | −0.016 | |||
| RCI | 0.203 | 0.498 | 0.686 | 0.455 | |||
| RBI | −0.264 | −0.093 | −0.004 | −0.106 | |||
| Model 2 (UCV) | 0.748 | 0.745 | −14,210.057 | ||||
| Intercept | −0.018 | 0.000 | 0.005 | −0.001 | |||
| LMI | 0.003 | 0.015 | 0.026 | 0.014 | |||
| RLI | 0.018 | 0.166 | 0.325 | 0.180 | |||
| CLI | −0.033 | 0.098 | 0.419 | 0.110 | |||
| PALI | 0.112 | 0.238 | 0.875 | 0.281 | |||
| DI | −0.063 | −0.015 | 0.015 | −0.017 | |||
| RCI | 0.025 | 0.226 | 0.517 | 0.250 | |||
| RBI | −0.314 | −0.069 | 0.015 | −0.102 | |||
| Model 3 (UEV) | 0.744 | 0.741 | −14,307.063 | ||||
| Intercept | 0.007 | 0.011 | 0.026 | 0.012 | |||
| LMI | 0.005 | 0.022 | 0.043 | 0.022 | |||
| RLI | −0.012 | 0.110 | 0.194 | 0.107 | |||
| CLI | 0.021 | 0.131 | 0.404 | 0.142 | |||
| PALI | −0.097 | 0.111 | 0.263 | 0.118 | |||
| DI | −0.032 | 0.000 | 0.025 | −0.001 | |||
| RCI | 0.208 | 0.304 | 0.467 | 0.323 | |||
| RBI | −0.267 | −0.086 | −0.012 | −0.104 | |||
| Model 4 (UV) | 0.825 | 0.823 | −13,864.880 | ||||
| Intercept | −0.009 | 0.003 | 0.011 | 0.003 | |||
| LMI | 0.004 | 0.023 | 0.040 | 0.022 | |||
| RLI | 0.014 | 0.216 | 0.313 | 0.213 | |||
| CLI | 0.037 | 0.171 | 0.482 | 0.188 | |||
| PALI | 0.175 | 0.260 | 0.663 | 0.285 | |||
| DI | −0.056 | −0.010 | 0.011 | −0.014 | |||
| RCI | 0.160 | 0.367 | 0.619 | 0.377 | |||
| RBI | −0.313 | −0.097 | −0.001 | −0.119 | |||
Figure 5Impact of diversity of land-use on various urban vibrancies. (a) Impact of Land-use Mixture on Urban Vibrancy. (b) Impact of Percentage of Residential Land on Urban Vibrancy.
Figure 6Impact of supporting infrastructure on various urban vibrancies. (a) Impact of Percentage of Commercial Land on Urban Vibrancy. (b) Impact of Percentage of Public Amenity Land on Urban Vibrancy.
Figure 7Impact of road transportation networks on various urban vibrancy. (a) Impact of Distance to the Bus Stops on Urban Vibrancy. (b) Impact of Road Closeness on Urban Vibrancy. (c) Impact of Road Betweenness on Urban Vibrancy.
The resulting for ols model between USV and built environment variables under different search radius.
| OLS Models | Coef | Beta Coef | R Square | Ajusted R Square | |
|---|---|---|---|---|---|
| Model 1 (r = 400) | 0.629860839 | 0.629240989 | |||
| Intercept | 0.000 | 0.842 | |||
| LMI | 0.057 | 0.132 | 0.000 | ||
| RLI | 0.541 | 0.528 | 0.000 | ||
| CLI | 0.437 | 0.216 | 0.000 | ||
| PALI | 0.385 | 0.145 | 0.000 | ||
| DI | −0.007 | −0.017 | 0.098 | ||
| RCI | 0.171 | 0.199 | 0.000 | ||
| RBI | −0.081 | −0.085 | 0.000 | ||
| Model 2 (r = 800) | 0.682883193 | 0.682352136 | |||
| Intercept | −0.004 | 0.025 | |||
| LMI | 0.041 | 0.094 | 0.000 | ||
| RLI | 0.432 | 0.422 | 0.000 | ||
| CLI | 0.362 | 0.179 | 0.000 | ||
| PALI | 0.336 | 0.127 | 0.000 | ||
| DI | −0.022 | −0.049 | 0.000 | ||
| RCI | 0.362 | 0.387 | 0.000 | ||
| RBI | −0.112 | −0.118 | 0.000 | ||
| Model 3 (r = 1200) | 0.716157379 | 0.715682045 | |||
| Intercept | −0.004 | 0.024 | |||
| LMI | 0.032 | 0.075 | 0.000 | ||
| RLI | 0.361 | 0.353 | 0.000 | ||
| CLI | 0.326 | 0.162 | 0.000 | ||
| PALI | 0.294 | 0.111 | 0.000 | ||
| DI | −0.022 | −0.050 | 0.000 | ||
| RCI | 0.503 | 0.474 | 0.000 | ||
| RBI | −0.078 | −0.084 | 0.000 | ||
| Model 4 (r = 5000) | 0.720615665 | 0.720147797 | |||
| Intercept | 0.001 | 0.339 | |||
| LMI | 0.025 | 0.057 | 0.000 | ||
| RLI | 0.343 | 0.335 | 0.000 | ||
| CLI | 0.291 | 0.144 | 0.000 | ||
| PALI | 0.280 | 0.106 | 0.000 | ||
| DI | −0.030 | −0.067 | 0.000 | ||
| RCI | 0.490 | 0.547 | 0.000 | ||
| RBI | −0.163 | −0.111 | 0.000 | ||
| Model 5 (r = 8000) | 0.683390959 | 0.682860752 | |||
| Intercept | 0.000 | 0.825 | |||
| LMI | 0.033 | 0.075 | 0.000 | ||
| RLI | 0.414 | 0.405 | 0.000 | ||
| CLI | 0.329 | 0.163 | 0.000 | ||
| PALI | 0.321 | 0.121 | 0.000 | ||
| DI | −0.033 | −0.075 | 0.000 | ||
| RCI | 0.302 | 0.432 | 0.000 | ||
| RBI | −0.119 | −0.078 | 0.000 | ||
| Model 6 (r = N) | 0.64689031 | 0.646298978 | |||
| Intercept | −0.005 | 0.002 | |||
| LMI | 0.045 | 0.103 | 0.000 | ||
| RLI | 0.498 | 0.486 | 0.000 | ||
| CLI | 0.402 | 0.199 | 0.000 | ||
| PALI | 0.359 | 0.136 | 0.000 | ||
| DI | −0.027 | −0.061 | 0.000 | ||
| RCI | 0.126 | 0.256 | 0.000 | ||
| RBI | 0.023 | 0.010 | 0.323 | ||
The resulting for ols model between UCV and built environment variables under different search radius.
| OLS Models (UCV) | Coef | Beta Coef | R Square | Ajusted R Square | |
|---|---|---|---|---|---|
| Model 1 (r = 400) | 0.558 | 0.557 | |||
| Intercept | 0.000 | ||||
| LMI | 0.038 | 0.137 | 0.000 | ||
| RLI | 0.361 | 0.556 | 0.000 | ||
| CLI | 0.190 | 0.148 | 0.000 | ||
| PALI | 0.270 | 0.161 | 0.000 | ||
| DI | −0.014 | −0.048 | 0.000 | ||
| RCI | 0.044 | 0.080 | 0.000 | ||
| RBI | −0.030 | −0.049 | 0.000 | ||
| Model 2 (r = 800) | 0.601 | 0.600 | |||
| Intercept | −0.002 | 0.057 | |||
| LMI | 0.027 | 0.097 | 0.000 | ||
| RLI | 0.301 | 0.464 | 0.000 | ||
| CLI | 0.145 | 0.113 | 0.000 | ||
| PALI | 0.245 | 0.146 | 0.000 | ||
| DI | −0.026 | −0.093 | 0.000 | ||
| RCI | 0.182 | 0.306 | 0.000 | ||
| RBI | −0.070 | −0.117 | 0.000 | ||
| Model 3 (r = 1200) | 0.658 | 0.658 | |||
| Intercept | −0.003 | 0.010 | |||
| LMI | 0.018 | 0.065 | 0.000 | ||
| RLI | 0.241 | 0.371 | 0.000 | ||
| CLI | 0.110 | 0.085 | 0.000 | ||
| PALI | 0.212 | 0.126 | 0.000 | ||
| DI | −0.031 | −0.109 | 0.000 | ||
| RCI | 0.314 | 0.467 | 0.000 | ||
| RBI | −0.068 | −0.115 | 0.000 | ||
| Model 4 (r = 5000) | 0.668 | 0.668 | |||
| Intercept | 0.001 | 0.440 | |||
| LMI | 0.014 | 0.050 | 0.000 | ||
| RLI | 0.224 | 0.345 | 0.000 | ||
| CLI | 0.082 | 0.064 | 0.000 | ||
| PALI | 0.203 | 0.121 | 0.000 | ||
| DI | −0.034 | −0.121 | 0.000 | ||
| RCI | 0.325 | 0.573 | 0.000 | ||
| RBI | −0.164 | −0.175 | 0.000 | ||
| Model 5 (r = 8000) | 0.610 | 0.609 | |||
| Intercept | −0.001 | 0.540 | |||
| LMI | 0.021 | 0.078 | 0.000 | ||
| RLI | 0.284 | 0.437 | 0.000 | ||
| CLI | 0.119 | 0.093 | 0.000 | ||
| PALI | 0.237 | 0.141 | 0.000 | ||
| DI | −0.033 | −0.117 | 0.000 | ||
| RCI | 0.174 | 0.391 | 0.000 | ||
| RBI | −0.113 | −0.118 | 0.000 | ||
| Model 6 (r = N) | 0.569 | 0.568 | |||
| Intercept | −0.003 | 0.024 | |||
| LMI | 0.031 | 0.113 | 0.000 | ||
| RLI | 0.341 | 0.526 | 0.000 | ||
| CLI | 0.172 | 0.134 | 0.000 | ||
| PALI | 0.260 | 0.155 | 0.000 | ||
| DI | −0.025 | −0.087 | 0.000 | ||
| RCI | 0.049 | 0.156 | 0.000 | ||
| RBI | 0.007 | 0.005 | 0.679 | ||
The resulting for ols model between UEV and built environment variables under different search radius.
| OLS Models(UEV) | Coef | Beta Coef | R Square | Ajusted R Square | |
|---|---|---|---|---|---|
| Model 1 (r = 400) | 0.567 | 0.567 | |||
| Intercept | 0.010 | 0.000 | |||
| LMI | 0.048 | 0.177 | 0.000 | ||
| RLI | 0.288 | 0.452 | 0.000 | ||
| CLI | 0.282 | 0.224 | 0.000 | ||
| PALI | 0.236 | 0.143 | 0.000 | ||
| DI | 0.006 | 0.022 | 0.048 | ||
| RCI | 0.089 | 0.167 | 0.000 | ||
| RBI | −0.050 | −0.085 | 0.000 | ||
| Model 2 (r = 800) | 0.608 | 0.608 | |||
| Intercept | 0.008 | 0.000 | |||
| LMI | 0.039 | 0.144 | 0.000 | ||
| RLI | 0.229 | 0.360 | 0.000 | ||
| CLI | 0.242 | 0.192 | 0.000 | ||
| PALI | 0.209 | 0.127 | 0.000 | ||
| DI | −0.002 | −0.008 | 0.457 | ||
| RCI | 0.196 | 0.336 | 0.000 | ||
| RBI | −0.069 | −0.117 | 0.000 | ||
| Model 3 (r = 1200) | 0.653 | 0.652 | |||
| Intercept | 0.008 | 0.000 | |||
| LMI | 0.032 | 0.119 | 0.000 | ||
| RLI | 0.178 | 0.280 | 0.000 | ||
| CLI | 0.213 | 0.170 | 0.000 | ||
| PALI | 0.181 | 0.110 | 0.000 | ||
| DI | −0.004 | −0.016 | 0.091 | ||
| RCI | 0.304 | 0.460 | 0.000 | ||
| RBI | −0.059 | −0.101 | 0.000 | ||
| Model 4 (r = 5000) | 0.695 | 0.695 | |||
| Intercept | 0.011 | 0.000 | |||
| LMI | 0.024 | 0.087 | 0.000 | ||
| RLI | 0.144 | 0.226 | 0.000 | ||
| CLI | 0.173 | 0.137 | 0.000 | ||
| PALI | 0.162 | 0.098 | 0.000 | ||
| DI | −0.013 | −0.046 | 0.000 | ||
| RCI | 0.351 | 0.629 | 0.000 | ||
| RBI | −0.145 | −0.158 | 0.000 | ||
| Model 5 (r = 8000) | 0.655 | 0.655 | |||
| Intercept | 0.009 | 0.000 | |||
| LMI | 0.028 | 0.105 | 0.000 | ||
| RLI | 0.190 | 0.298 | 0.000 | ||
| CLI | 0.194 | 0.155 | 0.000 | ||
| PALI | 0.191 | 0.116 | 0.000 | ||
| DI | −0.016 | −0.058 | 0.000 | ||
| RCI | 0.230 | 0.527 | 0.000 | ||
| RBI | −0.140 | −0.148 | 0.000 | ||
| Model 6 (r = N) | 0.589 | 0.588 | |||
| Intercept | 0.006 | 0.000 | |||
| LMI | 0.039 | 0.145 | 0.000 | ||
| RLI | 0.260 | 0.408 | 0.000 | ||
| CLI | 0.259 | 0.206 | 0.000 | ||
| PALI | 0.220 | 0.134 | 0.000 | ||
| DI | −0.008 | −0.029 | 0.010 | ||
| RCI | 0.075 | 0.246 | 0.000 | ||
| RBI | 0.018 | 0.013 | 0.230 | ||
The resulting for ols model between UV and built environment variables under different search radius.
| OLS Models | Coef | Beta Coef | R Square | Ajusted R Square | |
|---|---|---|---|---|---|
| Model 1 (r = 400) | 0.655 | 0.654 | |||
| Intercept | 0.003 | 0.013 | |||
| LMI | 0.053 | 0.154 | 0.000 | ||
| RLI | 0.448 | 0.551 | 0.000 | ||
| CLI | 0.328 | 0.205 | 0.000 | ||
| PALI | 0.335 | 0.160 | 0.000 | ||
| DI | −0.007 | −0.020 | 0.040 | ||
| RCI | 0.107 | 0.156 | 0.000 | ||
| RBI | −0.057 | −0.076 | 0.000 | ||
| Model 2 (r = 800) | 0.708 | 0.708 | |||
| Intercept | 0.000 | 0.761 | |||
| LMI | 0.039 | 0.114 | 0.000 | ||
| RLI | 0.364 | 0.448 | 0.000 | ||
| CLI | 0.269 | 0.168 | 0.000 | ||
| PALI | 0.298 | 0.142 | 0.000 | ||
| DI | −0.021 | −0.058 | 0.000 | ||
| RCI | 0.271 | 0.365 | 0.000 | ||
| RBI | −0.093 | −0.124 | 0.000 | ||
| Model 3 (r = 1200) | 0.760 | 0.759 | |||
| Intercept | 9.172 0.000 | 0.937 | |||
| LMI | 0.030 | 0.087 | 0.000 | ||
| RLI | 0.294 | 0.362 | 0.000 | ||
| CLI | 0.230 | 0.144 | 0.000 | ||
| PALI | 0.259 | 0.124 | 0.000 | ||
| DI | −0.024 | −0.067 | 0.000 | ||
| RCI | 0.418 | 0.497 | 0.000 | ||
| RBI | −0.078 | −0.106 | 0.000 | ||
| Model 4 (r = 5000) | 0.777 | 0.777 | |||
| Intercept | 0.004 | 0.000 | |||
| LMI | 0.023 | 0.066 | 0.000 | ||
| RLI | 0.268 | 0.330 | 0.000 | ||
| CLI | 0.192 | 0.120 | 0.000 | ||
| PALI | 0.244 | 0.116 | 0.000 | ||
| DI | −0.031 | −0.087 | 0.000 | ||
| RCI | 0.435 | 0.612 | 0.000 | ||
| RBI | −0.181 | −0.155 | 0.000 | ||
| Model 5 (r = 8000) | 0.725 | 0.724 | |||
| Intercept | 0.003 | 0.023 | |||
| LMI | 0.030 | 0.089 | 0.000 | ||
| RLI | 0.336 | 0.414 | 0.000 | ||
| CLI | 0.229 | 0.143 | 0.000 | ||
| PALI | 0.283 | 0.135 | 0.000 | ||
| DI | −0.032 | −0.091 | 0.000 | ||
| RCI | 0.260 | 0.467 | 0.000 | ||
| RBI | −0.141 | −0.117 | 0.000 | ||
| Model 6 (r = N) | 0.673 | 0.673 | |||
| Intercept | −0.001 | 0.455 | |||
| LMI | 0.043 | 0.125 | 0.000 | ||
| RLI | 0.415 | 0.511 | 0.000 | ||
| CLI | 0.301 | 0.188 | 0.000 | ||
| PALI | 0.317 | 0.151 | 0.000 | ||
| DI | −0.024 | −0.066 | 0.000 | ||
| RCI | 0.090 | 0.230 | 0.000 | ||
| RBI | 0.017 | 0.009 | 0.337 | ||