sliding plane中文是什么意思

• 滑动面
• 滑移面

• "sliding"中文翻译    adj. 滑动的；易变的，不稳定的。 n. 滑动。
• "plane"中文翻译    n. 平刨；镘。 a jack plane 粗刨。 vt ...
• "plane of sliding" 中文翻译 :    滑动面
• "assumed sliding plane" 中文翻译 :    假想滑移面
• "sliding or in plane shear mode" 中文翻译 :    Ⅱ型裂纹
• "sliding" 中文翻译 :    adj. 滑动的；易变的，不稳定的。 n. 滑动。
• "a plane" 中文翻译 :    一架飞机; 原子能飞机
• "a-plane" 中文翻译 :    原子能飞机
• "by plane" 中文翻译 :    乘飞机; 搭飞机
• "in plane" 中文翻译 :    面内; 在平面上
• "in the plane" 中文翻译 :    在飞机内; 在飞机上
• "on a plane" 中文翻译 :    乘飞机 (可想像“骑”在飞机上); 沿平面
• "on the plane" 中文翻译 :    在飞机上
• "plane" 中文翻译 :    n. 悬铃木属树木。 plane2 n. 1.平面，水平面，面。 2.(知识等的)发达程度，水平，阶段。 3.【航空】机翼面；〔常 pl.〕飞机。 4.(结晶体的)一面。 5.【矿物】总巷道。 an inclined plane 斜面。 a plane of polorization 【矿物】偏振(平)面，偏光面。 a plane of reference 【数学】基础(平)面，对照面。 a plane of symmetry 对称面。 an elevating plane 【航空】升降翼。 a rear plane 【航空】尾翼，方向翼。 a robot plane 无人驾驶飞机。 a rotor plane 旋翼机。 on the same plane as 和…同一水准[程度]。 adj. 平的；在平面上的，平面图的。 a plane chart 平面海图。 a plane figure 平面图。 vi. 1.滑行；(比赛船等)在水面上飞一样滑跑。 2.〔口语〕坐飞机去旅行。 n. 平刨；镘。 a jack plane 粗刨。 vt.,vi. 刨平；镘平。
• "plane no" 中文翻译 :    机号
• "s-plane s" 中文翻译 :    平面
• "t-s plane" 中文翻译 :    温熵图
• "plane plane" 中文翻译 :    大飞机
• "basal sliding" 中文翻译 :    底部滑动; 基底滑动
• "cargo sliding" 中文翻译 :    货物滑动
• "coefficient of sliding" 中文翻译 :    滑动系数
• "curve of sliding" 中文翻译 :    崩滑线; 滑动弧; 滑动曲线
• "ecific sliding" 中文翻译 :    单位滑动比
• "flow sliding" 中文翻译 :    流滑
• "friction, sliding" 中文翻译 :    滑动摩擦

• Mode analysis of sliding plane for foundation pit anchor
  基坑锚杆支护破裂面模式分析
• The result indicated that with the delay of rainfall the slope safety lowered accordingly and the unstable sliding plane was the shallow slide
  研究表明，随降雨历时的增加边坡的安全系数逐渐变小，边坡最危险滑动面有向浅层发展的趋势。
• When a slope deformation is limited not only by bottom slide plane but also by lateral slide planes , the calculated stability coefficient by using a two - dimension model is usually lower than the actual situation
  摘要当边坡的变形不仅受底部边界约束而比还受侧限作用时，其稳定性计算按平面问题简化常存在较大的误差。
• Its flaw is that after the system state getting to the sliding plane , it will produce high frequency chattering around the sliding plane and the control variable of the system will also produce high frequency chattering
  它的不足主要是当系统运动状态在到达滑动平面后，会在滑动平面附近产生高频抖振，同时系统的控制量也产生高频振荡。
• It will produce high frequency chattering around the sliding plane after the system state getting to the sliding plane , and the control variable of the system will also produce high frequency chattering so that the system would not be put into practice
  但当系统运动状态到达滑动平面后，会在滑动平面附近产生高频抖振，这将会影响系统控制的精度，增加能量的消耗，并可能激发系统未建模部分的强烈振荡，以致系统难以实现。
• Simulation results show that the fuzzy sliding mode system ulteriorly increases the speed to the sliding plane , and that the system errors are improved ulteriorly and the control precision is advanced when avoiding the chattering phenomenon that is inherent to sliding mode variable structure systems
  仿真结果表明，设计的模糊滑模系统进一步提高了到达滑动面的速度，在消除变结构控制系统固有的抖振的同时进一步改善了系统偏差，提高了控制精度。
• According to the special stratum condition 、 soil parameter 、 pile frame system in the protecting landslide of hongtian jianfeng in yongan city in fujian province , compile a fem program of plane strain and analyze the interaction by nonlinear fem on intensity discount . in the program , duncan - chang model is applied to earth , elasticity model is applied to pile and rock ; goodman element is set between pile and rock - earth and applied to simulate sliding plane and flexible floor ; sequential pole elements with original stress are applied to anchor cable
  在程序中土体采用了duncan - chang双曲线本构模型，桩和锚固层以下的岩体采用了线弹性本构模型，并且在桩和岩土体间设置了无厚度的古德曼（ goodman ）单元，对于软弱夹层和已知的滑裂面也采用古德曼单元模拟，锚索采用的是具有初始应力的连续杆单元模拟。
• The dissertation refers to comparatively full literatures in the field of vsc , and the development history and characteristics of vsc are summarized , and the elementary concepts , elementary definitions , elementary properties , elementary principles and design methods are particularly introduced , and the causes of the chattering phenomenon are systematically analysed , and the study status of the chattering phenomenon and the main methods to eliminate the chattering are elaborated . for the deficiencies of traditionary methods , three improved methods are developed , which are improved exponent reaching law solution , variable boundary layer solution and the solution by adding an auxiliary continuous control term . for uncertain linear systems , an adaptive fuzzy integral variable structure control stategy ( afivsc ) is put forward to eliminate the chattering around the sliding plane , which introduces fuzzy logic to soften the non - linear discontinuous sig nal in the control variable and utilizes adaptive theory to adjust output membership function according to how much the uncertainty of the system is
  比较全面地查阅了关于变结构控制理论的文献，总结了滑模变结构控制的发展历史和特点，详细介绍了变结构控制的基本概念、基本定义、基本性质、基本原理以及设计方法；系统分析了变结构控制系统抖振产生的机理，并阐述了国内外目前对抖振问题的研究现状以及消除抖振的主要方法；针对传统抑制和消除抖振方法的不足，改进了传统方法，得到了三种新的消除抖振的方法? ?即改进的指数趋近律法、可变边界层法和附加连续项法；针对不确定性线性系统，在变结构控制策略中引入模糊逻辑和自适应理论来消除滑动平面上的抖振，提出了一种自适应模糊积分变结构控制方案( afivsc ) ，利用模糊逻辑来柔化控制量中非线性不连续部分，采用自适应理论，根据系统不确定性大小在线调整模糊输出量的隶属函数，另外，鉴于模糊控制本质上是有静差的，所以本文选择了带积分项的切换函数，由于积分项的存在使系统较正为无静差系统。
• The main factor and the judgement method of landslide stabilty are analyzed in the paper . the use condition and calculation process of landslide stability theory on circular arc slide plane , single plane slide plane , fold slide plane and bishop slice method are expounded in the paper . the calculation evaluation of landslide stability and the calculation of landslide thrust are also descibed in detail
  论文分析了影响滑坡稳定的主要因素和滑坡稳定性的判断方法，重点对圆弧形滑动面、单一平面滑动面、折线形滑动面、 bishop条分法等不同滑坡模式的滑坡稳定性理论计算方法的使用条件和计算过程作了详尽的阐述，对滑坡稳定性计算评价和滑坡推力计算进行了详细说明。
• In order to discuss the similarities and differences of the interaction in different terms , adopt single factor alteration method to analyze it more in the paper . discuss the influence each factor alteration makes the horizontal displacement and stress of stabilizing pile from three aspects , earth parameter of sliding plane ( c 、 ) , anchor cable parameter ( pres - tress 、 stiffness ) , pile parameter ( burying deep 、 space between ) , ascertaining the main factors that influence stabilizing pile with anchor cable
  论文中主要从滑裂面土体的抗剪强度参数（ c 、值） 、锚索的参数（锚索预应力大小和锚索的刚度）和桩参数（桩的埋深和桩间距）三个方面来讨论每个因素变动对桩身水平位移和两侧结点应力的影响，从而确定影响锚索抗滑桩的主要因素。