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引用本文:王开松,赵韩,宋云涛.ITER��������S��еĽṹ�Ż���ƺ͵�����Ӧ����[J].核聚变与等离子体物理,2007,27(4):315-319.
作者姓名:王开松  赵韩  宋云涛
作者单位:(1. ??????????е????????????? 230009??2. ?й??????????????????о???????? 230031)
基金项目:国家“973”计划资助课题(2004CB720704)
摘    要:在强度静力分析基础上,对S弯盒壁厚、加强筋间距等参数进行了优化设计和校核。在模态分析基础上,对模型进行了频谱分析和动态时程分析,获得地震动下确保结构安全运行的设计参数。

关 键 词:国际热核聚变实验堆  S弯盒  结构设计  地震分析  模态分析  频谱响应  时程分析
文章编号:0254-6086(2007)04-0315-05
收稿时间:2007-03-15
修稿时间:2007-04-23

Structure optimized design and seismic response analysis of S-bend box for ITER feeder
WANG Kai-song,ZHAO Han,SONG Yun-tao.Structure optimized design and seismic response analysis of S-bend box for ITER feeder[J].Nuclear Fusion and Plasma Physics,2007,27(4):315-319.
Authors:WANG Kai-song  ZHAO Han  SONG Yun-tao
Institution:(1. Institute of Machine and Automobile, Hefei University of Technology, Hefei 230009; 2. Institute of Plasma Physics, Chinese Academy of Sciences, Hefei 230031)
Abstract:Optimized design and check on wall thickness and distributing strengthening rib of the S-bend box were taken by static intensity analysis.Based on the mode analysis,seismic spectrum response analysis and dynamic time-history analysis were conducted.The results show that the parameters are reasonable.
Keywords:ITER  S-bend box  Structure design  Seismic analysis  Mode analysis  Spectrum response  Time-history analysis
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