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Study on the influence of seismic response of high arch dams considering reservoir bottom absorption
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Denghong CHEN1, 2, Meng YUE1, 2, Tiancheng LIN1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(6) : 173 - 184
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Earthquake Engineering and Engineering Dynamics | 2024, 44(6): 173-184
Study on the influence of seismic response of high arch dams considering reservoir bottom absorption
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Denghong CHEN1, 2, Meng YUE1, 2, Tiancheng LIN1, 2
Affiliations
  • 1.Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang 443002, China
  • 2.College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, China
doi: 10.13197/j.eeed.2024.0616
Outline
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The compressibility of reservoir water and the influence of reservoir-bottom silt on the seismic response of the structure are taken into account to establish the high arch dam-reservoir water-foundation system model of Jinping-I Arch Dam, and the feasibility of using the acoustic-solid coupling method to simulate the effect of reservoir water on the dam body is verified by comparing it with the dynamic water pressure calculated by the Westergaard method. The absorption of silt deposited at the bottom of the upstream reservoir is simulated by different reflection coefficients of the reservoir bottom set in the model; seismic records that conformed to the hydraulic code response spectrum were selected as input based on the site conditions, and the response values of dynamic water pressure at the arch crown beam of the concrete dam under the action of vertical-incidence earthquakes with different bottom reflection coefficients were analyzed and studied. The results showed that the magnitude of the bottom reflection coefficient has a significant effect on the dynamic water pressure results at the arch crown beam, and the dynamic water pressure results increase with the increase of the reflection coefficient, and the difference of the dynamic water pressure at the heel of the dam with adjacent reflection coefficients becomes larger.

reservoir bottom absorption  /  reservoir bottom reflection coefficient  /  hydrodynamic pressure  /  seismic response
Denghong CHEN, Meng YUE, Tiancheng LIN. Study on the influence of seismic response of high arch dams considering reservoir bottom absorption[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (6) : 173 -184 . DOI: 10.13197/j.eeed.2024.0616
Year 2024 volume 44 Issue 6
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Article Info
doi: 10.13197/j.eeed.2024.0616
  • Receive Date:2023-09-14
  • Online Date:2026-03-30
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  • Received:2023-09-14
  • Revised:2023-10-25
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Affiliations
    1.Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang 443002, China
    2.College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, 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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