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Fragility analysis of main building structure considering structure-equipment interaction
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Yang HU1, 2, 3, Wen BAI1, 2, Junwu DAI1, 2, Qingwen LI3, Jiji HU4
Earthquake Engineering and Engineering Dynamics | 2025, 45(4) : 151 - 158
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Earthquake Engineering and Engineering Dynamics | 2025, 45(4): 151-158
Fragility analysis of main building structure considering structure-equipment interaction
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Yang HU1, 2, 3, Wen BAI1, 2, Junwu DAI1, 2, Qingwen LI3, Jiji HU4
Affiliations
  • 1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • 2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
  • 3.China Energy Engineering Group Liaoning Electric Power Survey & Design Institute Co., Ltd., Shenyang 110170, China
  • 4.Ningbo Beilun District Public Works and Municipal Construction Co., Ltd., Ningbo 315800, China
Published: 2025-08-22 doi: 10.13197/j.eeed.2025.0415
Outline
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The main building structure in a thermal power plant houses a large number of mechanical and electrical equipment, which is an essential component of the entire building. In this study, a calculation model for the main building structure considering the interaction between equipment and structure was established. A separate structural model of the main building structure was used as a comparison. Through static push-over analysis, the seismic performance of the structure was evaluated. The seismic fragility analysis based on SPO2IDA was conducted for both models. It was found that the structure-equipment interaction system in the elastic-plastic stage has a higher stiffness. The coal bunker has a significant damping effect on the coal bunker layer and adjacent layers, but it slightly increases the inter-story drift angle on the floor with the maximum inter-story displacement angle. The seismic fragility curve of the structure-equipment interaction system in the main power plant is obtained based on the SPO2IDA method.

structure-equipment interaction  /  static push-over analysis  /  SPO2IDA  /  seismic fragility  /  main power plant structure in a thermal power plant
Yang HU, Wen BAI, Junwu DAI, Qingwen LI, Jiji HU. Fragility analysis of main building structure considering structure-equipment interaction[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (4) : 151 -158 . DOI: 10.13197/j.eeed.2025.0415
Year 2025 volume 45 Issue 4
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Article Info
doi: 10.13197/j.eeed.2025.0415
  • Receive Date:2024-05-24
  • Online Date:2026-03-20
  • Published:2025-08-22
Article Data
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History
  • Received:2024-05-24
  • Revised:2024-12-13
Funding
Affiliations
    1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
    2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
    3.China Energy Engineering Group Liaoning Electric Power Survey & Design Institute Co., Ltd., Shenyang 110170, China
    4.Ningbo Beilun District Public Works and Municipal Construction Co., Ltd., Ningbo 315800, 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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