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Seismic response of nuclear power structure on non-bedrock site under oblique incident seismic waves
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Youkai LIU1, Jianwen LIANG1, 2, Zhenning BA1, 2, Yongguang WANG1, Ying MA3
Earthquake Engineering and Engineering Dynamics | 2024, 44(6) : 102 - 116
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Earthquake Engineering and Engineering Dynamics | 2024, 44(6): 102-116
Seismic response of nuclear power structure on non-bedrock site under oblique incident seismic waves
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Youkai LIU1, Jianwen LIANG1, 2, Zhenning BA1, 2, Yongguang WANG1, Ying MA3
Affiliations
  • 1.School of Civil Engineering, Tianjin University, Tianjin 300350, China
  • 2.State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin 300350, China
  • 3.China National Nuclear Power Corporation Limited, Beijing 100097, China
doi: 10.13197/j.eeed.2024.0610
Outline
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Since there are fewer and fewer high-quality bedrock sites to choose from, it is inevitable that new nuclear power plants will be built on non-bedrock sites in the future. At this time, soil-structure interaction is a factor that must be considered in the seismic fortification of nuclear power plants. In this paper, a three-dimensional finite element model of the site-pile raft foundation-nuclear power plant is established for Hualong One nuclear power plant planned to be built on a non-bedrock site in China. The direct stiffness method and the boundary substructure method are used to achieve oblique incidence seismic waves input, and the difference in the seismic response of the nuclear power structure when SV waves are incident at three different angles is studied. The effect of soil-structure interaction (SSI) on the structural response is further analyzed. The results show that the non-bedrock site of the nuclear power plant will significantly amplify the bedrock seismic waves, and the peak acceleration amplification coefficient at the bottom of the containment can reach 3.6 when the seismic wave is vertically incident. With the increase of the incidence angle of the seismic wave, the horizontal acceleration response decreases and the vertical acceleration response increases, and the horizontal and vertical acceleration response spectra shift towards the long-period direction and the short period direction, respectively. SSI can significantly affect the seismic response of nuclear power structures in non-bedrock sites.

nuclear power structure  /  non-bedrock site  /  incident angle  /  seismic response  /  direct stiffness method  /  soil-structure interaction (SSI)
Youkai LIU, Jianwen LIANG, Zhenning BA, Yongguang WANG, Ying MA. Seismic response of nuclear power structure on non-bedrock site under oblique incident seismic waves[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (6) : 102 -116 . DOI: 10.13197/j.eeed.2024.0610
Year 2024 volume 44 Issue 6
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Article Info
doi: 10.13197/j.eeed.2024.0610
  • Receive Date:2023-12-25
  • Online Date:2026-03-30
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  • Received:2023-12-25
  • Revised:2024-03-06
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Affiliations
    1.School of Civil Engineering, Tianjin University, Tianjin 300350, China
    2.State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin 300350, China
    3.China National Nuclear Power Corporation Limited, Beijing 100097, 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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