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Seismic dynamic response analysis of heightened gravity dam considering material aging
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Wei CUI1, 2, Zihan GU1, Jun WU3
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 115 - 127
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Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 115-127
Seismic dynamic response analysis of heightened gravity dam considering material aging
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Wei CUI1, 2, Zihan GU1, Jun WU3
Affiliations
  • 1.State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China
  • 2.Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin University, Tianjin 300350, China
  • 3.STECOL Corporation, Tianjin 300384, China
doi: 10.13197/j.eeed.2024.0111
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With the increase of concrete age and performance degradation, the dynamic response of concrete dam will change significantly. The heightened gravity dam is also affected by the difference between new and old concrete materials. In order to study the influence of the aging of gravity dam materials and the performance difference of new and old concrete in heightened gravity dams, taking the heightened Danjiangkou gravity dam as an example, the seismic dynamic response analysis is carried out by using the ABAQUS finite element analysis software. The demolition and reconstruction (the new material condition) and the construction according to the heightened height (the old material condition) are compared with the heightened condition, analyzing the responses of heightened gravity dams to the displacement of the crest, the stress at key points, and the plastic damage with the aging of the concrete material properties under seismic dynamics. The results show that with the increase of the aging degree of concrete materials, the dynamic response of the heightened gravity dam is generally better than that of the old materials and inferior to the new materials. The damage of the dam body tends to extend downward to the joint surface of the new and old concrete. The heightened gravity dam has the characteristics of strong adaptability, low damage index and high anti-sliding stability coefficient, which improve the comprehensive characteristics of the dam body. Besides, the weak parts such as the new and old joint surfaces should be reinforced and bonded to give full play to the engineering benefits of heightening the gravity dam.

heightened gravity dam  /  material aging  /  damage  /  seismic response
Wei CUI, Zihan GU, Jun WU. Seismic dynamic response analysis of heightened gravity dam considering material aging[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 115 -127 . DOI: 10.13197/j.eeed.2024.0111
Year 2024 volume 44 Issue 1
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doi: 10.13197/j.eeed.2024.0111
  • Receive Date:2023-01-09
  • Online Date:2026-03-30
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  • Received:2023-01-09
  • Revised:2023-04-09
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Affiliations
    1.State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China
    2.Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin University, Tianjin 300350, China
    3.STECOL Corporation, Tianjin 300384, 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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