Influences of base isolation system on seismic resistance of nuclear power plant containment

被引:0
作者
Institute of Earthquake Engineering, Dalian University of Technology, Dalian [1 ]
Liaoning
116024, China
机构
[1] Institute of Earthquake Engineering, Dalian University of Technology, Dalian, 116024, Liaoning
来源
Zhao, Chun-Feng | 1600年 / Explosion and Shock Waves卷 / 34期
基金
中国国家自然科学基金;
关键词
Deterministic methodological approach; Dynamic response; Isolation system; Mechanics of explosion; Nuclear power plant; Seismic resistance;
D O I
10.11883/1001-1455(2014)05-0615-07
中图分类号
学科分类号
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. ©, 2014, Explosion and Shock Waves. All right reserved.
引用
收藏
页码:615 / 621
页数:6
相关论文
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