基于风险的超高层施工钢平台疏散模型及应用
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华莹, 何军, 赵金城, 邹杰新, 张菁菁, 阮诗鹏
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Risk-Based Evacuation Model for Steel Platform Formwork in Skyscraper Construction and Its Application
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HUA Ying, HE Jun, ZHAO Jincheng, ZOU Jiexin, ZHANG Jingjing, RUAN Shipeng
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表2 钢平台危险区域相关系数
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Tab.2 Correlation coefficient of steel platform hazardous areas
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i | ρ'ij | j=1 | j=2 | j=3 | j=4 | j=5 | j=6 | j=7 | j=8 | j=9 | 1 | 1.000 | 0.513 | 0.349 | 0.365 | 0.433 | 0.267 | 0.284 | 0.370 | 0.555 | 2 | 0.513 | 1.000 | 0.466 | 0.405 | 0.684 | 0.348 | 0.254 | 0.406 | 0.433 | 3 | 0.349 | 0.466 | 1.000 | 0.488 | 0.430 | 0.478 | 0.498 | 0.585 | 0.380 | 4 | 0.365 | 0.405 | 0.488 | 1.000 | 0.362 | 0.472 | 0.455 | 0.409 | 0.376 | 5 | 0.433 | 0.684 | 0.430 | 0.362 | 1.000 | 0.291 | 0.187 | 0.360 | 0.419 | 6 | 0.267 | 0.348 | 0.478 | 0.472 | 0.291 | 1.000 | 0.599 | 0.241 | 0.274 | 7 | 0.284 | 0.254 | 0.498 | 0.455 | 0.187 | 0.599 | 1.000 | 0.256 | 0.289 | 8 | 0.370 | 0.406 | 0.585 | 0.409 | 0.360 | 0.241 | 0.256 | 1.000 | 0.345 | 9 | 0.555 | 0.433 | 0.380 | 0.376 | 0.419 | 0.274 | 0.289 | 0.345 | 1.000 |
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