An Operational Resilience Evaluation of Subway Station Based on Improved CRITIC-VIKOR Method
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摘要: 地铁车站运营韧性具有多维性和复杂性。为了准确可靠地评价地铁车站运营韧性水平,提出了1种基于改进CRITIC-VIKOR法的评价方法。基于韧性理论和地铁车站运营特点,明确了地铁车站运营韧性的概念,并阐述了其压力、状态、响应3个维度的内涵。分析地铁车站运营中人、机、环、管这4个方面的关键要素,构建了8个一级指标。通过文献分析,建立了26个二级评价指标。通过采用标准差系数法衡量评价指标,并计算相关系数的绝对值,对CRITIC法进行改进,从而更加合理地给评价指标赋权,并结合VIKOR方法,提出了1种新的地铁车站运营韧性评价模型。对江苏省苏州市地铁4号线的同里站、流虹站、南门站进行实证分析,通过李克特量表收集相关数据,计算得到了26个评价指标的权重和3个车站的群体效用值、个体遗憾值、决策指标值,从而对地铁车站运营韧性进行量化分析和排序。与优序图法、层次分析法、熵值法等赋权方法相比,改进CRITIC法的偏差范围最小,为2%~40%,26个指标累计偏差最小,为553%。研究结果表明:在3个维度韧性中,压力韧性、状态韧性和响应韧性的权重分别为59.74%,21.48%,18.78%。在3个车站中,流虹站的运营韧性最高,其次是同里站和南门站。本文构建的评价模型能够为更加准确地评价地铁车站运营韧性提供理论支持。Abstract: The operational resilience of subway stations is characterized by its multidimensionality and complexity. To evaluate this resilience accurately and reliably, an improved A CRITIC-VIKOR based evaluation method is proposed. Based on resilience theory and the operational characteristics of subway stations, the concept of operational resilience for subway stations is defined, with a focus on its three core dimensions: pressure, state, and response. Key factors in four domains, including human, machine, environment, and management, are analyzed, leading to the development of 8 primary indexes. Through literature analysis, 26 secondary evaluation indexes are established. To assign more accurate weights to the indexes, the standard deviation coefficient method is applied, improving the CRITIC method through correlation coefficient analysis. By integrating the VIKOR method, a novel evaluation model for subway station operational resilience is proposed. An empirical analysis is conducted on Tongli station, Liuhong station, and Nanmen station of Suzhou subway Line 4. Data is collected using a Likert scale, and weights are calculated for the 26 evaluation indexes, as well as the group utility, individual regret, and decision-making index for each station. This allows for a quantitative ranking of the operational resilience of subway stations. Compared with superiority chart, analytic hierarchy process, and entropy method, the improved CRITIC method showed the smallest bias range, from 2% to 40%, with the cumulative bias of the 26 indexes being the smallest at 553%. The results indicate that the weights for pressure resilience, state resilience, and response resilience are 59.74%, 21.48%, and 18.78%, respectively. Among the three stations, Liuhong station demonstrates the highest operational resilience, followed by Tongli station and Nanmen station. The evaluation model provides theoretical foundation for more accurate evaluation of subway station operational resilience.
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Key words:
- rail transit /
- station operation resilience /
- evaluation index system /
- improved CRITIC /
- VIKOR
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表 1 城市地铁车站运营韧性评价指标体系
Table 1. Evaluation index system of urban subway station operation resilience
韧性维度 一级指标 二级指标 序号 压力P 车站人员风险(A1) (A11)乘客危险行为 1 (A12)人为故意破坏 2 (A13)突发大客流 3 车站设备风险(A2) (A14)工作人员违规操作 4 (A21)设备故障或带病作业 5 (A22)设备超强度运行 6 车站环境风险(A3) (A31)车站附近恶劣环境因素 7 (A32)车站内不良微环境因素 8 (A33)车站附近恶劣地质条件 9 状态S 车站监测预警能力(A4) (A41)监测设备的配置状况 10 (A42)监测预警能力 11 (A43)工作人员的隐患识别能力 12 车站安全管理能力(A5) (A51)车站安全管理制度 13 (A52)应急预案完备情况 14 (A61)应急队伍救援能力 15 车站应急保障能力(A6) (A62)应急物资配备情况 16 (A63)应急设备保障情况 17 (A64)员工应急培训情况 18 响应R 车站应急响应能力(A7) (A71)信息通报能力 19 (A72)工作人员应急救援能力 20 (A73)工作人员引导疏散能力 21 (A74)组织协调能力 22 车站应急恢复能力(A8) (A81)事故损失评价 23 (A82)车站恢复计划制定 24 (A83)车站恢复计划落实 25 (A84)经验总结及改进 26 表 2 车站韧性评价指标权重
Table 2. Weight of station resilience evaluation index
韧性维度% 一级指标% 二级指标 改进CRITIC指标权重% 权重排序 压力P(59.74) A1(26) A11 6.5 5 A12 6.93 3 A13 6.15 9 A2(14.22) A14 6.36 7 A21 7.11 1 A22 7.11 2 A3(19.58) A31 6.32 8 A32 6.44 6 A33 6.82 4 状态S(21.48) A4(6.94) A41 2.41 14 A42 2.2 23 A43 2.33 20 A5(5.45) A51 2.56 11 A52 2.89 10 A61 2.25 22 A6(9.09) A62 2.18 24 A63 2.48 13 A64 2.18 25 响应R(18.78) A7(9.5) A71 2.38 16 A72 2.34 19 A73 2.38 17 A74 2.4 15 A8(9.28) A81 2.11 26 A82 2.36 18 A83 2.54 12 A84 2.27 21 表 3 VIKOR分析结果
Table 3. VIKOR analysis results
车站 群体效用值Si 个体遗憾值Rj 决策指标值Qi 排名 同里站 0.756 1 0.068 2 0.968 7 2 流虹站 0.069 2 0.024 8 0.000 0 1 南门站 0.753 4 0.071 1 0.998 0 3 表 4 指标权重偏差
Table 4. Index weight deviation
指标 平均值% 优序图法% 层次分析法% 熵值法% 改进CRITIC% A11 6.078 58 37 85 10 A12 5.684 92 33 95 30 A13 5.828 61 35 88 8 A14 5.684 68 33 86 15 A21 5.516 83 32 80 35 A22 5.378 97 30 86 40 A31 5.676 68 33 85 15 A32 5.562 83 31 91 23 A33 5.722 76 34 86 24 A41 3.076 90 22 86 26 A42 3.254 108 15 86 37 A43 2.78 65 37 83 19 A51 2.824 61 35 83 13 A52 2.692 26 46 79 7 A61 2.77 66 38 83 21 A62 2.73 67 39 83 23 A63 2.446 16 60 78 2 A64 2.73 67 39 83 23 A71 3.066 91 22 86 27 A72 3.278 106 14 87 33 A73 3.066 91 22 86 27 A74 2.524 33 54 81 6 A81 3.234 110 16 8 39 A82 2.792 64 37 83 18 A83 2.56 31 52 81 2 A84 3.054 92 23 85 30 累计 1870 869 2202 553 -
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