基于响应面法的巨-子结构控制体系可靠性灵敏度分析

李祥秀1,谭 平2,刘良坤2,张 颖2,周福霖1,2

振动与冲击 ›› 2015, Vol. 34 ›› Issue (16) : 104-108.

PDF(958 KB)
PDF(958 KB)
振动与冲击 ›› 2015, Vol. 34 ›› Issue (16) : 104-108.
论文

基于响应面法的巨-子结构控制体系可靠性灵敏度分析

  • 李祥秀1,谭  平2,刘良坤2,张  颖2,周福霖1,2
作者信息 +

Dynamic reliability sensitivity analysis of mega-sub control system based on response surface method

  • LI Xiang-xiu1,TAN Ping2,LIU Liang-kun2,ZHANG Ying2,ZHOU Fu-lin1,2
Author information +
文章历史 +

摘要

建立巨-子结构控制体系动力微分方程,利用复模态理论推导结构体系的传递函数。用响应面法获取极限状态函数,并基于随机振动首次超越破坏准则,分析结构体系动力可靠度计算方法;考虑地震随机激励,结构处于弹性状态时分析其随机参数对巨-子结构控制体系层间位移角的可靠性灵敏度。结果表明,基于层间位移角的可靠度对子结构刚度均值灵敏度较差,对主结构刚度及隔震层阻尼比均值灵敏度较强。

Abstract

The Equations of motion of mega-sub control system is established in this paper when the sub-structure is modeled as multi-degree of freedom system. The transfer function of the system is then derived by using the complex modal theory. The ultimate state function is obtained by using the response surface method and then on the basis of the first passage mechanism of random vibration, the calculation method of dynamic reliability of the system is analyzed. Finally, the reliability sensitivity of the random parameters of the structure to story drift angle is analyzed when the ground motion is considered as random excitation and the structure is considered in elastic state. Results indicate that the mean stiffness of substructure has poor sensitivity to story drift angle, while the sensitivity of the mean stiffness of main structure and damping ratio of isolation layer to story drift angle is strong.
 

关键词

巨-子结构控制体系 / 响应面法 / 随机振动 / 动力可靠度 / 灵敏度

Key words

mega-sub control system / response surface method / random vibration / dynamic reliability / sensitivity

引用本文

导出引用
李祥秀1,谭 平2,刘良坤2,张 颖2,周福霖1,2. 基于响应面法的巨-子结构控制体系可靠性灵敏度分析[J]. 振动与冲击, 2015, 34(16): 104-108
LI Xiang-xiu1,TAN Ping2,LIU Liang-kun2,ZHANG Ying2,ZHOU Fu-lin1,2. Dynamic reliability sensitivity analysis of mega-sub control system based on response surface method[J]. Journal of Vibration and Shock, 2015, 34(16): 104-108

PDF(958 KB)

502

Accesses

0

Citation

Detail

段落导航
相关文章

/