Research on the Destruction Resistance of Giant Urban Rail Transit Network from the Perspective of Vulnerability
Abstract
:1. Introduction
2. Literature Review
3. Methodology
3.1. GURT Network Modeling
- Assumption (1): The GURT network is regarded as an unweighted, undirected, and no self-loop network, that is, the direction and weight are not considered;
- Assumption (2): There are no duplicate edges between nodes. If adjacent station a and station b are connected by tracks, only one edge is drawn regardless of the number of track lines;
- Assumption (3): The GURT network is considered as a self-loop-free network, where nodes are not connected to themselves;
- Assumption (4): Failure repair of the GURT is not considered during the network attacks.
3.2. Network Metrics Analysis
3.2.1. Global Network Characteristic Indexes
- (1)
- Average path length and network diameter
- (2)
- Network connectivity
3.2.2. Local Characteristic Indexes
- (1)
- Degree and average degree
- (2)
- Betweenness
- (3)
- Clustering coefficient
- (4)
- Closeness centrality
3.2.3. Network Vulnerability Metrics
- (1)
- Network efficiency
- (2)
- Largest connected component ratio
3.3. Network Attack Strategies
- Random attack strategy based on node (RAS-N);
- The largest degree first attack strategy based on node (LDAS-N);
- The largest betweenness first attack strategy based on node (LBAS-N);
- Random attack strategy based on edge (RAS-E);
- The largest betweenness first attack strategy based on edge (LBAS-E).
- Step (1): Construct the model of GURT network, with the stations as nodes and the rail lines as edges;
- Step (2): Calculate the network efficiency E and largest connected component ratio C in the initial state;
- Step (3): Choose an attack strategy, calculate the characteristic metrics of network nodes and edges, and determine the attack sequence;
- Step (4): Remove the attacked node or edge. When the node is removed, the edges connected to this node are removed at the same time. Then, update the network;
- Step (5): Compute the network efficiency E and the largest connected component ratio C after node or edge is deleted;
- Step (6): Go back to Step (3) and continue with the next attack until the GURT network is completely collapsed;
- Step (7): Attack ends.
4. Results
4.1. Modeling of SHRT Network
4.2. Comparison of Topology Characteristics in SHRTON and SHRTPN
4.3. Analysis of Network Vulnerability under Different Attack Strategies
4.3.1. Vulnerability Comparison of the Theoretical Networks and SHRTON
4.3.2. Vulnerability Comparison of SHRTON under Multiple Attack Strategies
4.3.3. Vulnerability Comparison of SHRTON and SHRTPN
- (1)
- Attack network nodes
- (2)
- Attack network edges
4.4. Identification of Critical Stations and Lines of SHRT Network
4.4.1. Identification of Critical Stations
4.4.2. Identification of Critical Lines
5. Discussion
5.1. Characteristics Analysis of SHRT Network
5.2. Destruction Resistance of SHRT Network to Failures and Attacks
5.3. Strategies to Improve the Destruction Resistance of GURT Network
- (1)
- Strengthen the protection of critical stations and lines
- (2)
- Control the APL and network diameter
- (3)
- Increase the proportion of transfer station
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Network Parameters | SHRTON | SHRTPN |
---|---|---|
Nodes | 388 | 490 |
Edges | 448 | 614 |
Average degree | 2.309 | 2.506 |
Average betweenness | 2888 | 3083 |
Average path length | 15.926 | 13.608 |
Network diameter | 44 | 41 |
Average clustering coefficient | 0.008 | 0.017 |
Average closeness centrality | 0.067 | 0.077 |
Network connectivity | 0.387 | 0.419 |
Network efficiency | 0.0908 | 0.1004 |
Code | Station | SHRTON | SHRTPN | ||
---|---|---|---|---|---|
Degree | Betweenness | Degree’ | Betweenness’ | ||
M1 | Hongqiao Railway Station | 3 | 4874 | 6 | 22,723 |
M2 | Shanghai Railway Station | 4 | 13,812 | 4 | 12,461 |
M3 | Shanghainan Railway Station | 6 | 14,396 | 6 | 6817 |
M4 | Shanghaixi Railway Station | 4 | 10,420 | 6 | 10,680 |
M5 | People’s Square Station | 6 | 9041 | 6 | 6967 |
M6 | Jing’an Temple Station | 4 | 10,564 | 6 | 11,392 |
M7 | Xujiahui Station | 6 | 16,174 | 6 | 9135 |
M8 | East Nanjing Road Station | 4 | 7877 | 4 | 4690 |
M10 | Century Avenue Station | 8 | 15,073 | 8 | 15,820 |
M211 | Qibao Station | 2 | 3770 | 6 | 30,578 |
No. | Code | Station | SHRTON | SHRTPN | ||||||
---|---|---|---|---|---|---|---|---|---|---|
k | B | E (%) | Er (%) | k′ | B′ | E′ (%) | Er′ (%) | |||
1 | M3 | Shanghainan Railway Station | 6 | 14,396 | 7.906 | 12.94 | 6 | 6817 | 9.772 | 2.67 |
2 | M46 | Longyang Road Station | 6 | 8887 | 8.499 | 6.41 | 8 | 18,506 | 9.773 | 2.66 |
3 | M4 | Shanghaixi Railway Station | 4 | 10,420 | 8.531 | 6.06 | 6 | 10,680 | 9.865 | 1.74 |
4 | M14 | Jinjiang Park Station | 2 | 7686 | 8.541 | 5.95 | 2 | 2125 | 10.021 | 0.19 |
5 | M2 | Shanghai Railway Station | 4 | 13,811 | 8.576 | 5.56 | 4 | 12,461 | 9.954 | 0.86 |
1 | M211 | Qibao Station | 2 | 3770 | 8.815 | 2.93 | 6 | 30,578 | 9.268 | 7.68 |
2 | M332 | West Huajing Station | 2 | 2660 | 8.883 | 2.18 | 6 | 27,796 | 9.477 | 5.61 |
3 | M1 | Hongqiao Railway Station | 3 | 4874 | 8.750 | 3.64 | 6 | 22,723 | 9.519 | 5.18 |
4 | M264 | Chenxiang Highway Station | 2 | 4862 | 8.790 | 3.20 | 4 | 11,472 | 9.575 | 4.63 |
5 | M171 | Lingzhao Xincun Station | 2 | 3770 | 8.767 | 3.45 | 3 | 12,406 | 9.629 | 4.09 |
No. | Code | Rail Lines | SHRTON | SHRTPN | ||||
---|---|---|---|---|---|---|---|---|
B | E (%) | Er (%) | B′ | E′ (%) | Er′ (%) | |||
1 | M3, M14 | Shanghainan Railway Station, Jinjiang Park Station | 8052 | 8.502 | 6.38 | 2554 | 10.006 | 0.34 |
2 | M13, M14 | Lianhua Road Station, Jinjiang Park Station | 7707 | 8.548 | 5.87 | 2184 | 10.036 | 0.04 |
3 | M12, M13 | Waihuanlu Station, Lianhua Road Station | 7360 | 8.588 | 5.43 | 2004 | 10.030 | 0.10 |
4 | M4, M268 | Shanghaixi Railway Station, Liziyuan Station | 6660 | 8.615 | 5.13 | 6138 | 9.824 | 2.15 |
5 | M11, M12 | Xinzhuang Station, Waihuanlu Station | 7011 | 8.624 | 5.03 | 2024 | 10.018 | 0.22 |
1 | M280, M281 | Luoshan Road Station, Xiuyan Road Station | 1155 | 8.952 | 1.42 | 1439 | 9.664 | 3.74 |
2 | M346, M347 | Fengxiang Road Station, Jinqiu Road Station | 2211 | 9.053 | 0.30 | 2892 | 9.717 | 3.21 |
3 | M279, M370 | Yuqiao Station, Kangqiao Station | 2667 | 8.842 | 2.63 | 3381 | 9.738 | 3.01 |
4 | M213, M214 | Jiuting Station, Sijing Station | 3040 | 8.873 | 2.29 | 3856 | 9.742 | 2.96 |
5 | M345, M346 | Nanda Road Station, Fengxiang Road Station | 2569 | 9.047 | 0.37 | 3356 | 9.750 | 2.88 |
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Xu, X.; Xu, C.; Zhang, W. Research on the Destruction Resistance of Giant Urban Rail Transit Network from the Perspective of Vulnerability. Sustainability 2022, 14, 7210. https://doi.org/10.3390/su14127210
Xu X, Xu C, Zhang W. Research on the Destruction Resistance of Giant Urban Rail Transit Network from the Perspective of Vulnerability. Sustainability. 2022; 14(12):7210. https://doi.org/10.3390/su14127210
Chicago/Turabian StyleXu, Xueguo, Chen Xu, and Wenxin Zhang. 2022. "Research on the Destruction Resistance of Giant Urban Rail Transit Network from the Perspective of Vulnerability" Sustainability 14, no. 12: 7210. https://doi.org/10.3390/su14127210