助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   friction base isolation 的翻译结果: 查询用时:0.009秒
图标索引 在分类学科中查询
所有学科
建筑科学与工程
更多类别查询

图标索引 历史查询
 

friction base isolation
相关语句
  摩擦基底隔震
     STOCHASTIC EARTHQUAKE RESPONSE ANALYSIS OF HYSTERESIS FRICTION BASE ISOLATION SYSTEM
     滞变-摩擦基底隔震系统的随机地震反应分析
短句来源
     The differential equations of motion of a hysteresis friction base isolation system under earthquake action are established and the earthquake ground motion is modeled as a twice filtered Gaussian white noise process with zero mean.
     本文建立了滞变-摩擦基底隔震系统在地震作用下的运动微分方程,并将地震地面运动模拟成均值为零的两次过滤Gaus白噪声过程。
短句来源
     おarthquake ground motions are modeled as a twice filtered Gaussian white noise process with zero mean value in this paper. By using an equivalent linearization technique, the mean square sliding displacement and velocity responses of rigid structures with friction base isolation under the action of earthquakes are obtained.
     将地震地面运动模拟成均值为零的两次过滤Gaus白噪声过程,使用等效线性化方法获得了摩擦基底隔震刚性结构在地震作用下的均方滑动位移和速度反应。
短句来源
  摩擦隔震
     Dynamic characteristics analysis for Structures Supported on Slide limited Friction Base Isolation System
     带限位装置的摩擦隔震结构动力特性分析
短句来源
     Dynamic Characteristics and Earthquake Response Analysis of Structures Supported on Slide-limited Friction Base Isolation System
     带限位装置的摩擦隔震结构动力特性及地震反应分析
短句来源
     By comparison of isolating effects of S LF,pure friction base isolation system(P F) and resilient friction base isolation system(R FBI),it shows that the isolating capability of S LF is superior to P F and R FBI. [WT5HZ]
     通过与纯摩擦滑移隔震系统 (P- F)和恢复力摩擦隔震系统 (R- FBI)的比较表明 ,S- LF的隔震性能优于 P- F和 R- FBI
短句来源
     Base isolation of sliding and friction is one of the most imoirtant methods of obiective control of structures. However,buildings can remain security by adopting the friction base isolation technique.
     基础滑移摩擦隔震技术是结构被动控制中的最重要的方法之一。
短句来源
     This paper presents a new type base isolation system, i.e. the slide- limited friction base isolation system (S- LF).
     提出了一种新型基础隔震模型,即带限位装置的摩擦隔震体系 (S- LF);
短句来源
  “friction base isolation”译为未确定词的双语例句
     DETERMINATION OF SLIDING DISPLACEMENT RESPONSE SPECTRAOF RIGID STRUCTURES WITH FRICTION BASE ISOLATION
     摩擦基底隔震刚性结构滑移反应谱的确定
短句来源
查询“friction base isolation”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
没有找到相关例句


In this paper, the differential equations for motions of structures with the resilience-friction base isolation system under earthquake excitations are established. Earthquake ground motions are modeled as stochastic processes. By means of the equivalent linearization method, mean-square displacement and mean-square velocity responses of the base isolation structures subjected to earthquake excitations are obtained. According to probability distribution functions of maximum displacement responses,...

In this paper, the differential equations for motions of structures with the resilience-friction base isolation system under earthquake excitations are established. Earthquake ground motions are modeled as stochastic processes. By means of the equivalent linearization method, mean-square displacement and mean-square velocity responses of the base isolation structures subjected to earthquake excitations are obtained. According to probability distribution functions of maximum displacement responses, failure probabilities of such a base-isolated structure and the corresponding base-fixed structure under given earthquake, excitation are calculated. The calculating results show that the base isolation structures have higher reliability under earthquake excitations.

本文建立了恢复力-摩擦基底隔震结构在地震作用下的运动微分方程。地震地面运动被模拟成随机过程。利用等效线性化方法,获得了这种基底隔震结构在地震作用下的均方位移和均方速度反应。根据最大位侈反应的概率分布函数,求得了这种基底隔震结构和与它相应的基底固定结构在给定地震作用下的破坏概率。计算结果表明,这种基底隔震结构在地震作用下有较高的可靠性。

The differential equations of motion of a hysteresis friction base isolation system under earthquake action are established and the earthquake ground motion is modeled as a twice filtered Gaussian white noise process with zero mean.The earthquake response statistics of the isolation system are solved by using thee quivalent linearization method and the influence on the response statistics produced by varying parameters of the isolation system is analysed.

本文建立了滞变-摩擦基底隔震系统在地震作用下的运动微分方程,并将地震地面运动模拟成均值为零的两次过滤Gaus白噪声过程。使用等效线性化方法求解了这种隔震系统的地震反应统计特征,并分析了这种隔震系统参数的变化对其反应统计特征的影响。

おarthquake ground motions are modeled as a twice filtered Gaussian white noise process with zero mean value in this paper. By using an equivalent linearization technique, the mean square sliding displacement and velocity responses of rigid structures with friction base isolation under the action of earthquakes are obtained. Then, the mean values and standard deviations of the maximum sliding displacement response of the structures are given, and the sliding displacement response spectra of the structures...

おarthquake ground motions are modeled as a twice filtered Gaussian white noise process with zero mean value in this paper. By using an equivalent linearization technique, the mean square sliding displacement and velocity responses of rigid structures with friction base isolation under the action of earthquakes are obtained. Then, the mean values and standard deviations of the maximum sliding displacement response of the structures are given, and the sliding displacement response spectra of the structures are drawn.

将地震地面运动模拟成均值为零的两次过滤Gaus白噪声过程,使用等效线性化方法获得了摩擦基底隔震刚性结构在地震作用下的均方滑动位移和速度反应。然后,给出了这种结构的最大滑移反应的均值和标准差,并给出了这种结构的滑移反应谱。

 
<< 更多相关文摘    
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关friction base isolation的内容
在知识搜索中查有关friction base isolation的内容
在数字搜索中查有关friction base isolation的内容
在概念知识元中查有关friction base isolation的内容
在学术趋势中查有关friction base isolation的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社