核电低压缸及凝汽器的地震响应分析

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  • 1.上海电气电站集团,上海  201199
    2.上海交通大学土木工程系,上海  200240
王辅方(1963-),男,高级工程师,主要从事核电汽轮机、燃气轮机及火电汽轮机设计研究.电话(Tel.):13501724698; E-mail: wangff@shanghai-electric.com.

收稿日期: 2011-06-09

  网络出版日期: 2012-01-30

基金资助

国家自然科学基金资助项目(41172251);上海市科学技术委员会资助项目(10231200802)

Seismic Response Analysis of Nuclear Low Pressure Cylinder and Condenser

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  • 1.Shanghai Electric Power Generation Group, Shanghai 201199, China
    2.Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China

Received date: 2011-06-09

  Online published: 2012-01-30

摘要

以建筑抗震设计规范标准为依据,采用有限元法对某核电低压缸及凝汽器结构的地震响应进行了分析,通过地震时程分析法和反应谱分析法得到低压缸及凝汽器在水平和竖向方向地震荷载作用下的位移响应特征.结果表明,该低压缸及凝汽器结构的地震响应呈现出板结构的振型特征,其抗震性能优于一般的建筑结构.

本文引用格式

王辅方, 刘映晶, 向国威, 王建华 . 核电低压缸及凝汽器的地震响应分析[J]. 上海交通大学学报, 2012 , 46(01) : 114 -118 . DOI: 10.16183/j.cnki.jsjtu.2012.01.024

Abstract

A series of finite element method (FEM) analysis were carried out to study the seismic response of the nuclear low pressure cylinder and condenser, based on the code for seismic design of building. Seismic response characteristics of the nuclear low pressure cylinder and condenser were obtained through the seismic time history analysis and spectrum analysis. The results show that the seismic response of the nuclear low pressure cylinder and condenser presents some vibration model features of plate structures, and has a better aseismic performance than general building.

参考文献

[1] GB 50011— 2001,建筑抗震设计规范[S].
[2] 宋锋, 王元清, 石永久.钢结构跃层加层的地震反应分析[J]. 建筑科学与工程学报, 2009.3, 26(1): 55-61.
[2] SONG Feng, WANG Yuan-qing, SHI Yong-jiu.Seismic response analysis of adding extra-floors spanning existing building with steel structure[J]. Journal of Architecture and Civil Engineering, 2009, 26(1): 55-61.
[3] 丁剑平, 蹇开林, 林顺洪.大型复杂钢结构厂房的抗震性能的有限元分析[J]. 重庆大学学报: 自然科学版, 2006, 29(1): 105-109.
[3] DING Jian-ping, JIAN Kai-lin, LIN Shun-hong.Seismic analysis and performance assessment of 3-D FEM of a factory building[J]. Journal of Chongqing University: Natural Science Edition, 2006, 29(1): 105-109.
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