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基础隔震系统对核电站安全壳抗震的影响
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论文类型: 期刊论文
发表时间: 2022-06-29
发表刊物: 爆炸与冲击
期号: 5
页面范围: 615-621
ISSN号: 1001-1455
摘要: The study explored how to keep the reinforced concrete containment sealed and undamaged for the nuclear power plant subjected to a severe earthquake during the plant life. The propagation of seismic waves along the structure was analyzed. And based on the structural isolation technology, a three-dimensional finite element model was developed for the reinforced concrete containment. The application of the isolation technology to the reinforced concrete containment was discussed by applying a deterministic methodological approach. For the nuclear power plant subjected to a safe shutdown earthquake, the dynamic response of the reinforced concrete containment with isolators was compared with that of one without isolators. The accelerations at the dome vertex of the isolated containment along the x, y and z axes are about 2.85 m/s2, 3.05 m/s2 and 12.84 m/s2, respectively, which are 79.52%, 79.47% and 27.56%, respectively, lower compared with the isolated containment. So the isolation system is helpful for mitigating the seismic response of the nuclear power plant containment.
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陈健云

教授   博士生导师   硕士生导师

性别: 男

毕业院校:大连理工大学

学位: 博士

所在单位:水利工程系

学科:水工结构工程. 防灾减灾工程及防护工程. 结构工程. 工程管理

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