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Study on reduction of seismic vulnerability of frame-elevated silo by base isolation
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Yongzhe LUO1, Jiahao ZHANG**, 2, Zhenchao TENG2, Jing JI2
China Safety Science Journal | 2025, 35(11) : 72 - 80
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China Safety Science Journal | 2025, 35(11): 72-80
Safety engineering technology
Study on reduction of seismic vulnerability of frame-elevated silo by base isolation
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Yongzhe LUO1, Jiahao ZHANG**, 2, Zhenchao TENG2, Jing JI2
Affiliations
  • 1Daqing Petrochemical Engineering Co., Ltd., Daqing Heilongjiang 163714, China
  • 2School of Civil Engineering and Architecture, Northeast Petroleum University, Daqing Heilongjiang 163318, China
Published: 2025-11-28 doi: 10.16265/j.cnki.issn1003-3033.2025.11.1388
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To mitigate the seismic collapse risks of elevated silo structures, this study adopted base isolation devices to enhance their seismic performance. A photovoltaic-grade ethylene-vinyl acetate (EVA) packaging project was selected as the research object. A finite element model incorporating base isolation was developed using IDA, and seismic fragility analysis was conducted. The maximum inter-story drift ratio was selected as the Engineering Demand Parameter (EDP), while Peak Ground Acceleration (PGA) was adopted as the Intensity Measure (IM). The seismic performance and failure probability of the original structure and the base-isolated structure were compared and analyzed. The results demonstrate that under the rare earthquake (PGA = 0.22 g), peak inter-story drift ratios are reduced by 65.8% (X-direction) and 51.07% (Y-direction) through base isolation. Furthermore, the progression of plastic hinges is effectively suppressed, and the soft-story collapse mechanism is eliminated. Under the rare earthquake, the collapse probability of the base-isolated structure is significantly reduced from 3.63% to 0.173%. Compared to the original structure, the base-isolated structure exhibits significantly better capability in resisting collapse risks induced by low-probability seismic events. This research provides a theoretical foundation and practical guidelines for the seismic isolation design of elevated silo structures.

base isolation device  /  frame-supported elevated silo  /  silo structures  /  seismic vulnerability  /  incremental dynamic analysis (IDA)  /  rare earthquake
Yongzhe LUO, Jiahao ZHANG, Zhenchao TENG, Jing JI. Study on reduction of seismic vulnerability of frame-elevated silo by base isolation[J]. China Safety Science Journal, 2025 , 35 (11) : 72 -80 . DOI: 10.16265/j.cnki.issn1003-3033.2025.11.1388
Year 2025 volume 35 Issue 11
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2025.11.1388
  • Receive Date:2025-06-18
  • Online Date:2026-07-09
  • Published:2025-11-28
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  • Received:2025-06-18
  • Revised:2025-08-22
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Affiliations
    1Daqing Petrochemical Engineering Co., Ltd., Daqing Heilongjiang 163714, China
    2School of Civil Engineering and Architecture, Northeast Petroleum University, Daqing Heilongjiang 163318, 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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