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最大滑移
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  maximum sliding displacement
     By using the equivalent linearization method, the mean square sliding displacement response and the mean square sliding velocity response for structures with base sliding isolation under a band limited white noise excitation are obtained. On the basis of probability distribution function of maximum sliding displacement response,the formula of probability significance for calculating additional width of foundation is derived.
     利用等效线性化方法,求得了基底滑移隔震结构在有限带宽白噪声扰动作用下的均方滑移反应和均方滑动速度反应,根据最大滑移反应的概率分布函数,导出了带有概率意义的基础附加宽度计算公式。
短句来源
     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. 
     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。
短句来源
  “最大滑移”译为未确定词的双语例句
     Tthe load – strain curve (figrue 2) tells that the maximum movement of the DHS is 3.96mm, the CS’s is 4.92mm, the SPN’s is 7.52mm.
     从载荷-位移曲线上(见图2)可看出DHS最大滑移为3.96mm,CS最大滑移为4.92mm,SPN最大滑移为7.52mm,DHS的滑移最小,为CS的80.49%,为SPN的52.70%,具有非常显著性差异(P值<0.01)。
短句来源
     (c)The greatest slip appeared near the quarter of the span in the positive moment area and the pure bending region in the hogging moment area.
     (c)承受正弯矩作用的组合梁最大滑移发生在1/4跨处,而承受负弯矩的组合梁最大滑移发生在组合梁的纯弯段。
短句来源
     The geological conditions in the slope of power house, monitoring instruments and its management were also introduced.
     下部仍在滑移,最大滑移速度为0.5mm/d. 文中还叙述了该水电站厂房边坡的地质条件、监测仪器及其布置埋设,可供借鉴.
短句来源
     This paper first discussed the selection of mass ratio of double-mass model for sliding structures by use of the mode decomposition theory, in this base, through the numerical experimentation method, studied the precision and applicability of the generalized double-mass models under different levels of factors of the earthquake wave types, earthquake wave amplitudes, story numbers of sliding structures, natural periods of the superstructure, sliding friction coefficients and mass ratios.
     本文首先由振型分解 理论,探讨了滑移隔震结构双自由度简化模型分析参数质量比的取值,在此基础上,通过数值试验的方法,研究了在不同 地震波类型、地震波幅值、结构层数、上部结构固有周期、滑移摩擦系数和模型分析参数质量比影响因素下,广义双自由度 模型对多层滑移隔震结构最大滑移位移的计算精度和适应性。
短句来源
     The results indicate that increasing resilient stiffness of base layer within an certain limit nearly won't change the maximum story shearing force and frequency contents in structures seismic responses, it is also found that small resilient stiffness can be efficient in controlling the maximum sliding displacements and permanent displacements.
     研究表明,在一定限度内,增加隔震层回复刚度几乎不会改变上部结构的最大层间剪力,但对隔震层最大滑移位移和残留位移却有非常显著的限制作用,隔震层回复刚度的参与不改变结构地震反应的频谱特性。
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  相似匹配句对
     The Biggest Animal of All
     的动物
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     The Maximum Alternative-Flow
     并流
短句来源
     sliding layer (D);
     D滑移带层 ;
短句来源
     MOVING PULSE GENERATOR
     滑移脉冲产生器
短句来源
     Sliding Control to the Stability of Breakwater
     防波堤稳定性的滑移控制
短句来源
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The Tianshengqiao No.2 hydroelectric power project is a large hydroelectric engineering. During the period of excavation, the slip of slope was happened clearly. In order to know the sliping, the CX-01 inclinometer was used to monitor the slope. In this paper, provided the results of monitoring. The geological conditions in the slope of power house, monitoring instruments and its management were also introduced.

天生桥二级水电站为一大型引水式水电工程,随着厂房基坑开挖的进展,厂房后边坡岩(土)体发生明显滑移,为掌握其滑移动态,在边坡上埋设了两个测斜孔,应用CX-01型测斜仪对厂房后边坡进行了监测.监测结果表明,滑坡体上部由于削坡减载而趋于稳定;下部仍在滑移,最大滑移速度为0.5mm/d.文中还叙述了该水电站厂房边坡的地质条件、监测仪器及其布置埋设,可供借鉴.

he differential equations of motion for structures with base sliding isolation are presented.By using the equivalent linearization method, the mean square sliding displacement response and the mean square sliding velocity response for structures with base sliding isolation under a band limited white noise excitation are obtained.On the basis of probability distribution function of maximum sliding displacement response,the formula of probability significance for calculating additional width of foundation is derived....

he differential equations of motion for structures with base sliding isolation are presented.By using the equivalent linearization method, the mean square sliding displacement response and the mean square sliding velocity response for structures with base sliding isolation under a band limited white noise excitation are obtained.On the basis of probability distribution function of maximum sliding displacement response,the formula of probability significance for calculating additional width of foundation is derived.

给出了基底滑移隔震结构的运动微分方程。利用等效线性化方法,求得了基底滑移隔震结构在有限带宽白噪声扰动作用下的均方滑移反应和均方滑动速度反应,根据最大滑移反应的概率分布函数,导出了带有概率意义的基础附加宽度计算公式。

This paper gives a qualitative and quantitative analysis on base sliding displacement of a rigid body and multi-degree of freedom system in whic hthe base is isolated with sliding layer. It is proved that the distribution of earthquake action on multistorey masonry structure with sliding base isolation is different from that of the traditional one. It appears as a "K" shape distribution instead of an inverted triangle distribution. Through the analysis of the test result of a full scale model, the simplified...

This paper gives a qualitative and quantitative analysis on base sliding displacement of a rigid body and multi-degree of freedom system in whic hthe base is isolated with sliding layer. It is proved that the distribution of earthquake action on multistorey masonry structure with sliding base isolation is different from that of the traditional one. It appears as a "K" shape distribution instead of an inverted triangle distribution. Through the analysis of the test result of a full scale model, the simplified formulas for calculating the maximum base shear and sliding displacement of brick masonry structure with sliding base isolation are proposed and thec alculating method on this kind of structure is suggested.

本文从理论上对有无线弹性限位装置的刚体和多自由度隔震体系的基底滑移量作出了定性定量分析;从理论上证实了基础滑移隔震多层房屋的地震作用分布不同于传统结构的倒三角形分布,而为“K”型分布;通过滑移隔震体系的足尺试验结果分析,提出了基底最大剪力和最大滑移量的简化公式,及隔震房屋的计算方法.

 
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