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Shaking table test study on geotechnical isolation system of rural buildings
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Haifeng SUN1, Zhiyong YIN2, Jia BIN3, Liping JING4, 5, Jinxuan CHEN1, Yuxuan YANG1
Earthquake Engineering and Engineering Dynamics | 2025, 45(5) : 208 - 216
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Earthquake Engineering and Engineering Dynamics | 2025, 45(5): 208-216
Research Paper
Shaking table test study on geotechnical isolation system of rural buildings
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Haifeng SUN1, Zhiyong YIN2, Jia BIN3, Liping JING4, 5, Jinxuan CHEN1, Yuxuan YANG1
Affiliations
  • 1.School of Architectural Engineering, Heilongjiang University of Science and Technology, Harbin 150080, China
  • 2.Furong College, Hunan University of Arts and Science, Changde 415000, China
  • 3.College of Civil Engineering, Hunan University of Technology, Zhuzhou 412700, China
  • 4.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • 5.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
Published: 2025-10-22 doi: 10.13197/j.eeed.2025.0519
Outline
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The geotechnical isolation system based on glass beads and sand cushion (referred to as GSI-GBSC) has exhibited good seismic isolation performance on a one-story masonry building, but its effectiveness for two-story or higher rural buildings remains not determined. This study carried out a shake table test on a 1/4-scale model of a two-story masonry building. The first model was a two-story brick masonry structure without seismic isolation (the non-isolated model), and the second model was a two-story brick masonry structure equipped with the GSI-GBSC seismic isolation system (the isolated model). The acceleration and displacement responses of the two models were evaluated and compared, and compared with the results of the one-story rural building test conducted in previous studies. The results indicate that the glass-bead-sand-pad layer in the GSI-GBSC seismic isolation system tends to slip and slide, resulting in relative slippage between the foundation soil and upper structure of the isolated model. This ultimately reduces the seismic response of the upper structure. Under different peak acceleration input conditions, the upper structure of the isolated model was observed to move predominantly in a horizontal direction. In contrast, the displacement response of the non-isolated model increases as peak acceleration input values increase, leading to an increasing gap between horizontal displacement peaks in each layer. Furthermore, it was found that inter-story deformation in the isolation model is significantly reduced. Specifically, when peak acceleration input values are 0.2 g and 0.4 g respectively, it was observed that acceleration responses at top structures were 28% and 36% lower in comparison to those from non-isolated models. In summary, it can be concluded that while GSI-GBSC isolation system demonstrates good effects on one-story and two-story rural masonry structures, however, increasing weight and height-to-width ratio will reduce its effectiveness.

seismic isolation  /  geotechnical seismic isolation  /  shaking table test  /  masonry structure  /  sand cushion
Haifeng SUN, Zhiyong YIN, Jia BIN, Liping JING, Jinxuan CHEN, Yuxuan YANG. Shaking table test study on geotechnical isolation system of rural buildings[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (5) : 208 -216 . DOI: 10.13197/j.eeed.2025.0519
Year 2025 volume 45 Issue 5
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Article Info
doi: 10.13197/j.eeed.2025.0519
  • Receive Date:2024-06-30
  • Online Date:2026-03-20
  • Published:2025-10-22
Article Data
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History
  • Received:2024-06-30
  • Revised:2024-09-12
Funding
Affiliations
    1.School of Architectural Engineering, Heilongjiang University of Science and Technology, Harbin 150080, China
    2.Furong College, Hunan University of Arts and Science, Changde 415000, China
    3.College of Civil Engineering, Hunan University of Technology, Zhuzhou 412700, China
    4.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
    5.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, 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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