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Discussion on the optimum number of input ground motions in seismic fragility analysis of underground structures by cloud method
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Haiyang ZHUANG1, 2, Jing YANG2, Yuanyuan LIU2, Baizan TANG1
Journal of Vibration Engineering | 2025, 38(3) : 587 - 594
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Journal of Vibration Engineering | 2025, 38(3): 587-594
Discussion on the optimum number of input ground motions in seismic fragility analysis of underground structures by cloud method
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Haiyang ZHUANG1, 2, Jing YANG2, Yuanyuan LIU2, Baizan TANG1
Affiliations
  • 1.School of Civil Engineering and Architechue,East China Jiaotong University,Nanchang 330013,China
  • 2.Institute of Geotechnical Engineering,Nanjing Tech University,Nanjing 210009,China
Published: 2025-03-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.03.015
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Based on the seismic fragility method,this paper designed a random sampling procedure to investigate the effect of different amounts of input ground motions on the seismic fragility curves of underground structures in the cloud method. Taking a shallow-buried subway station with two-story and three-span as the research object,a non-linear dynamic interaction finite element model of the soil-underground structure was established,and 350 natural ground motions were selected as inputs to calculate the seismic response. The seismic fragility curves were constructed based on PGA-IDR finally. The results show that the amount of input ground motions has a greater effect on the PGA thresholds for each performance level of underground structures when the amount is less than 190. When the amount is greater than 190,the seismic fragility curves for minor and moderate damage to underground structures are not affected by the amount;when the amount is greater than 280,the curves for extensive damage and collapse are negligibly affected by the amount. When the underground structure is in an area with a low probability of strong seismic threat,this paper recommends 190 natural ground motions as inputs,otherwise,it should be 280.

subway station structure  /  input ground motion  /  seismic fragility  /  seismic performance
Haiyang ZHUANG, Jing YANG, Yuanyuan LIU, Baizan TANG. Discussion on the optimum number of input ground motions in seismic fragility analysis of underground structures by cloud method[J]. Journal of Vibration Engineering, 2025 , 38 (3) : 587 -594 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.03.015
Year 2025 volume 38 Issue 3
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doi: 10.16385/j.cnki.issn.1004-4523.2025.03.015
  • Receive Date:2023-02-28
  • Online Date:2026-02-11
  • Published:2025-03-10
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  • Received:2023-02-28
  • Revised:2023-04-27
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    1.School of Civil Engineering and Architechue,East China Jiaotong University,Nanchang 330013,China
    2.Institute of Geotechnical Engineering,Nanjing Tech University,Nanjing 210009,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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