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Volume 55 Issue 12
Dec.  2025
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ZHENG Shansuo, CAI Guowei, WANG Kaige, TIAN Qi. Seismic Reliability Assessment of Lifeline Systems Based on an Improved Warshall Algorithm[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 9-16. doi: 10.3724/j.gyjzG25071806
Citation: ZHENG Shansuo, CAI Guowei, WANG Kaige, TIAN Qi. Seismic Reliability Assessment of Lifeline Systems Based on an Improved Warshall Algorithm[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 9-16. doi: 10.3724/j.gyjzG25071806

Seismic Reliability Assessment of Lifeline Systems Based on an Improved Warshall Algorithm

doi: 10.3724/j.gyjzG25071806
  • Received Date: 2025-07-18
    Available Online: 2026-01-06
  • Publish Date: 2025-12-20
  • The topology of the lifeline system under low-probability and high-impact events changes dynamically, resulting in network fragmentation and the formation of isolated sub-networks. In view of the fact that the traditional Warshall algorithm does not consider the influence of isolated sub-networks on the computational efficiency of connectivity paths, this study proposed an improved Warshall algorithm, conducted a time complexity analysis, and applied the algorithm to the seismic reliability assessment of power systems. Taking the power system of Xi’an City, Shaanxi Province as an example, the computational results and efficiency of the Warshall algorithm before and after the improvement were compared, and the convergence curve of node connectivity probability was analyzed. The results showed that more than 5000 Monte Carlo simulations under the same seismic action and network topology ensured the statistical convergence of the analytical results. Under different sampling times, the node connectivity probabilities calculated by the two methods were highly consistent, and the computational efficiency of the improved Warshall algorithm showed a significant advantage, which verified the effectiveness of the improvement.
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