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Asynchronous analysis method for pile-soil-nuclear power structure interaction under seismic action
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Hao LÜ1, 2, Shao-lin CHEN1, 2, Xin-yu LU3, Xiao-ying SUN3, 4
Journal of Vibration Engineering | 2024, 37(6) : 1033 - 1042
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Journal of Vibration Engineering | 2024, 37(6): 1033-1042
Asynchronous analysis method for pile-soil-nuclear power structure interaction under seismic action
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Hao LÜ1, 2, Shao-lin CHEN1, 2, Xin-yu LU3, Xiao-ying SUN3, 4
Affiliations
  • 1Department of Structural Engineering and Mechanics,College of Aerospace Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China
  • 2Department of Civil and Airport Engineering,College of Civil Aviation,Nanjing University of Aeronautics and Astronautics,Nanjing 211106,China
  • 3Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China
  • 4China Nuclear Power Engineering Co.,Ltd.,Beijing 100840,China
Published: 2024-06-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.06.014
Outline
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To broaden the site selection for nuclear power plants,it is vital to assess the seismic safety of nuclear power structures in non-rock sites with pile foundations. Current pile-soil-structure interaction analysis methods,such as the Winkler foundation model and the p-y method,simplify the interaction problem and struggle to reflect complex foundation situations. While the integral finite element method can consider complex foundation situations,it is computationally intensive and inefficient. This paper introduces an efficient three-dimensional time-domain method,Partitioned Analysis of Soil-Structure Interaction (PASSI),which uses different time steps for pile foundation and soil to avoid unnecessary calculations. A three-dimensional finite element model of the pile-soil-nuclear power structure interaction is established,with the AP1000 nuclear island structure as the research object. The effectiveness of this asynchronous algorithm is verified by inputting pulse waves,and the characteristics of the maximum shear force and bending moment of the pile are analyzed by combining the kinematic and inertial interactions. The response of the pile-soil-nuclear power structure under the seismic wave input is then analyzed. Since the degrees of freedom of the pile are insignificant compared to the soil,the additional computational volume of the pile can be neglected when using the pile-soil asynchronous algorithm. This efficient method is expected to be used in the analysis of the dynamic interaction of large nuclear power structures with pile-soil-structures.

pile-soil-structure interaction  /  partitioned analysis method of soil-structure interaction  /  kinematic interactions  /  asynchronous algorithm  /  seismic design for nuclear power
Hao LÜ, Shao-lin CHEN, Xin-yu LU, Xiao-ying SUN. Asynchronous analysis method for pile-soil-nuclear power structure interaction under seismic action[J]. Journal of Vibration Engineering, 2024 , 37 (6) : 1033 -1042 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.06.014
Year 2024 volume 37 Issue 6
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.06.014
  • Receive Date:2022-06-13
  • Online Date:2026-02-09
  • Published:2024-06-28
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History
  • Received:2022-06-13
  • Revised:2022-09-17
Funding
Affiliations
    1Department of Structural Engineering and Mechanics,College of Aerospace Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China
    2Department of Civil and Airport Engineering,College of Civil Aviation,Nanjing University of Aeronautics and Astronautics,Nanjing 211106,China
    3Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China
    4China Nuclear Power Engineering Co.,Ltd.,Beijing 100840,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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