基础隔震系统对核电站安全壳抗震的影响  

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

作　　者：赵春风[1] 陈健云[1] 

机构地区：[1]大连理工大学土木工程抗震研究所,辽宁大连116024

出　　处：《爆炸与冲击》2014年第5期615-621,共7页Explosion and Shock Waves

基　　金：国家自然科学基金重点项目(51138001);高等学校博士学科点专项科研基金项目(20110041110012)~~

摘　　要：为了确保核电站在遭受破坏性的地震后,安全壳要保持密封性且不被破坏,基于地震波在结构中的传播规律,从隔震技术的原理出发,建立较为准确的三维安全壳有限元模型,运用定性的方法对核电厂安全壳进行数值模拟,对比了极限安全地震动作用下采取隔震技术和不采取隔震技术安全壳的动力响应。采取隔震措施的安全壳的顶点在x、y、z方向的最大加速度分别为2.85、12.84和3.05m/s2,相比于无隔震措施的安全壳,加速度分别降低了79.52%、27.56%和79.47%。结果表明,隔震技术能有效地减小核电站安全壳的地震反应。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/s^2,3.05 m/s^2 and 12.84 m/s^2,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.

关 键 词：爆炸力学 隔振系统 确定性的方法 核电站 动力响应 抗震能力 

分 类 号：O383.2[理学—流体力学]