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基于虚拟激励的滞变支撑耦合结构的随机地震响应分析
引用本文:黄茜,臧峰刚,张毅雄.基于虚拟激励的滞变支撑耦合结构的随机地震响应分析[J].核动力工程,2011,32(1):10-15.
作者姓名:黄茜  臧峰刚  张毅雄
作者单位:中国核动力研究设计院核反应堆系统设计技术重点实验室,成都,610041
摘    要:相邻结构问的滞变支撑连接能有效缓解结构的地震响应.国际上广泛采用基于求解Lyapunov微分方程的随机振动法解决该类问题.Lyapunov法的地震输入局限于散粒噪声,限制了该方法的工程运用.本文假设结构始终保持线弹性,用Bouc-Wen模型模拟非线性滞变恢复力,通过扩阶、降阶矩阵的使用,结合随机等效线性化法,导出滞变支...

关 键 词:滞变支撑  随机地震  虚拟激励

Pseudo Excitation Random Seismic Response Analysis for Structures Equipped with Hysteretic Dampers
HUANG Qian,ZANG Feng-gang,ZHANG Yi-xiong.Pseudo Excitation Random Seismic Response Analysis for Structures Equipped with Hysteretic Dampers[J].Nuclear Power Engineering,2011,32(1):10-15.
Authors:HUANG Qian  ZANG Feng-gang  ZHANG Yi-xiong
Affiliation:HUANG Qian,ZANG Feng-gang,ZHANG Yi-xiong (Science and Technology on Reactor System Design Technology Laboratory,Nuclear Power Institute of China,Chengdu,610041,China)
Abstract:Hysteretic dampers have been widely used in the reactor coolant piping system as the energy absorbing components.In the paper,the random seismic response is evaluated through the pseudo-excitation principle incorporated with stochastic equivalent linearization method without by solving the Lyapunov differential equation for which the seismic excitation at support is limited to be shot noise process.It is supposed that the structures keep elastic and the hysteretic dampers are represented by the versatile Bo...
Keywords:Hysteretic dampers  Stochastic seismic  Pseudo excitation  
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