一种基于路网抗震韧性的路段重要度评价方法
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陈轶钦, 黄淑萍
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An Evaluation Method for Link Importance Based on Seismic Resilience of Road Network
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CHEN Yiqin, HUANG Shuping
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表3 不同烈度下路段的连通概率[14]
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Tab.3 Connectivity probability of links at different intensities[14]
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| 路段 | 7度 | 8度 | 9度 | 路段 | 7度 | 8度 | 9度 | 路段 | 7度 | 8度 | 9度 | 路段 | 7度 | 8度 | 9度 | | 0 | 1 | 1 | 0.89 | 11 | — | — | — | 22 | 0.86 | 0.82 | 0.79 | 32 | 1 | 0.98 | 0.96 | | 1 | 1 | 1 | 0.92 | 12 | 1 | 1 | 0.92 | 23 | 1 | 1 | 0.95 | 33 | 1 | 0.98 | 0.96 | | 2 | 1 | 1 | 1 | 13 | 1 | 1 | 1 | 24 | 1 | 1 | 1 | 34 | 1 | 1 | 0.5 | | 3 | 1 | 1 | 0.89 | 14 | 1 | 1 | 1 | 25 | 1 | 1 | 1 | 35 | 1 | 1 | 1 | | 4 | 1 | 1 | 1 | 15 | 1 | 1 | 1 | 26 | — | — | — | 36 | 0.71 | 0.64 | 0.55 | | 5 | 1 | 1 | 0 | 16 | 1 | 1 | 1 | 27 | 1 | 1 | 0.92 | 37 | 0.86 | 0.82 | 0.79 | | 6 | — | — | — | 17 | 1 | 1 | 0.98 | 28 | 1 | 1 | 0.99 | 38 | 1 | 1 | 1 | | 7 | 1 | 1 | 0.98 | 18 | 1 | 0.98 | 0.96 | 29 | 1 | 1 | 0.98 | 39 | 1 | 1 | 0.86 | | 8 | 1 | 1 | 1 | 19 | 1 | 1 | 1 | 30 | 1 | 1 | 0.98 | 40 | 1 | 1 | 0.5 | | 9 | — | — | — | 20 | 0.71 | 0.64 | 0.59 | 31 | 1 | 1 | 0.92 | 41 | 1 | 1 | 1 | | 10 | 1 | 1 | 0 | 21 | 1 | 1 | 0.98 | | |
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