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Investigation and analysis of seismic damage of rural buildings caused by Ms6.2 earthquake in Jishishan of Gansu Province
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Yongqiang YANG1, 2, Jianye TIAN1, 2, Baofeng ZHOU1, 2, Guibo NIE1, 2, Hongwei WANG1, 2, Xianxin XIE1, 2, Junwu DAI1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(2) : 208 - 217
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Earthquake Engineering and Engineering Dynamics | 2024, 44(2): 208-217
Investigation and analysis of seismic damage of rural buildings caused by Ms6.2 earthquake in Jishishan of Gansu Province
Full
Yongqiang YANG1, 2, Jianye TIAN1, 2, Baofeng ZHOU1, 2, Guibo NIE1, 2, Hongwei WANG1, 2, Xianxin XIE1, 2, Junwu DAI1, 2
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
doi: 10.13197/j.eeed.2024.0221
Outline
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Jishishan earthquake caused serious damages to buildings in some areas of Gansu Province and Qinghai Province. The seismic damages of rural buildings at 11 survey points were investigated in areas with seismic intensities of 7 and 8 degrees. The seismic damage investigation shows that the earthquake disaster regions are mainly areas of towns and villages, and the main types of house structures are civil structure, brick and wood structure and unfortified brick concrete structure. In areas with intensity 8 degree, houses of civil structure mainly perform as severely damaged or collapsed. Brick wood structure and unfortified brick concrete structure houses were mainly damaged moderately and severely. Fortified brick concrete and reinforced concrete frame structure houses were damaged slightly and moderately. In areas with intensity 7 degree, civil structure houses were mainly damage moderately. Brick wood structure and unfortified brick concrete structure houses mainly damage slightly and moderately. Fortified brick concrete and reinforced concrete frame structure houses were mainly damaged slightly and basically intact. The seismic damage caused by the earthquake is more severe than that of earthquakes with the same magnitude, which is related to factors such as the amplification effect of ground-motion peak values of complex terrain in the earthquake area, poor quality of building masonry, and unreasonable structural stress of buildings. It is recommended to carry out further research on site amplification effect and spectrum impact of complex terrain, and attach importance to the earthquake resistance promotion and practical technology development of non-structural components of buildings.

Jishishan earthquake  /  seismic damage of rural buildings  /  construction measures  /  site amplification effect  /  non-structural components
Yongqiang YANG, Jianye TIAN, Baofeng ZHOU, Guibo NIE, Hongwei WANG, Xianxin XIE, Junwu DAI. Investigation and analysis of seismic damage of rural buildings caused by Ms6.2 earthquake in Jishishan of Gansu Province[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (2) : 208 -217 . DOI: 10.13197/j.eeed.2024.0221
Year 2024 volume 44 Issue 2
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doi: 10.13197/j.eeed.2024.0221
  • Receive Date:2024-02-01
  • Online Date:2026-03-30
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  • Received:2024-02-01
  • Revised:2024-03-11
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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
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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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