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displacement current相关的网络例句

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与 displacement current 相关的网络例句 [注:此内容来源于网络,仅供参考]

Example two analyzes the static construction character steel frame, braced frame and different braced frame, including relation of loading-level displacement, inter梥tory displacement and distribution of plastic hinge, the frames ductility, the axis force of brace and shearing-force of ground brace bearing, then it is clearly known the brace can minis the level displacement of frame, minis inter-story displacement, bear ground floor shearing-force. So, the brace greatly inflects construction performance of braced frame .

算例二对纯框架和支撑框架以及支撑框架不同支撑情况下进行非线性弹塑性分析:包括荷载—水平位移关系,层间相对位移与塑性铰分布,刚架延性,支撑轴力及底层支撑承担剪力等情况,了解到支撑可以减小框架柱顶水平位移,减小层间相对位移,增加刚架延性、承担底层剪力,显示支撑对框架结构性能的重要影响。

The concrete dam displacement is studied considering the factors such as foundation modulus increasing with depth, seepage coefficient reducing as depth, seepage coefficient anisotropic, curtain and drainage in the dam heel and seepage field and stress field coupling. Some conclusions are obtained: if the foundation is considered only with the seepage volume load, the dam top horizontal displacement of the reference base point develops upstream. When the foundation size increases, the reference base point's horizontal displacement increases. However, the value measured by the reversed pendulum anchored to the rock foundation is often regarded to be absolute displacement. The above practice is estimated to be limited when the water load on the dam foundation is taken into account.

分析了地基变形模量随深度逐渐增加、渗透系数随深度逐渐减小、坝基渗透系数各向异性、坝踵设置帷幕排水,以及考虑渗流场和应力场耦合等对混凝土坝位移分量的影响,得出如下结论:作用在地基上的水荷载,使混凝土坝坝顶相对参考基点(倒垂锚固点或坝踵正下方1倍坝高处)的水平位移指向上游,而参考基点的水平位移随地基截取范围的增大而增大,由于大坝工程上常将倒垂线锚固在岩基深处,并认为该倒垂线测值为绝对位移。

Presenting the calculating method of the space displacement model of skewed box girder, whit main ideas of: dispersing the skewed box girder into some skewed beam segments and further dividing those segments into some plate pieces according to their forms; describing the displacement functions in the plane of plate piece by assuming that the space displacements of any point in the joint line between the plate pieces are described by using Hermite interpolation functions and that two displacements in the plane of plate piece are linear in the cross direction; Using Hermite interpolation functions to describe the bending the displacement of the unit length transverse frame cutting longitudinal from the skew box girder segment; Finally, describing the space displacements of a point in the plate pieces by two displacements in the plane of the plate and one bending displacement of plate.

提出了斜交箱形梁空间位移场的计算方法:将斜交箱形梁沿纵向离散为若干斜梁段单元,依据箱梁的构成进一步将斜梁段划分为若干板段子单元;各板段联结线上任意点的位移按Hermite函数插值,假定各板段的面内位移沿其宽度方向线性变化,以描述各板段面内位移;沿斜交箱梁段的纵向截取单位长度横截面框架,框架各杆件空间位移按Hermite函数插值,以描述各板段面外位移;板段内任意点的空间位移最终以2个面内位移和1个面外位移描述。

At the same time, introduces systematically the history and current situation of displacement reverse analysis, describes the displacement reverse analysis theory of the elastic-plastic problem, and based on the actual project, this paper presents displacement reverse analysis in the application of the tunnel project.

同时,较为系统地介绍了位移反分析方法研究的历史与现状,叙述了弹塑性问题的位移反分析理论,并结合实际工程,研究了位移反分析在隧道工程中的应用。

The principle of paper thickness on-line measurement using displacement differential method based on laser displacement sensor and electric eddy current displacement sensor is introduced.

介绍了基于激光位移传感器与电涡流位移传感器的位移差动法在线检测纸坯厚度的原理及测量系统的软硬件设计。

This invention concerns a current control process for a feed-in voltage converter, wherein a detected flux-inducing current component and a detected torque-inducing currrent component of an actual currrent vector of a rotating field machine are each controlled for a flux-inducing current component set value and a torque-inducing current component set value of the rotating field machine. To that effect, a control set-value (DELTA u*sp, DELTA u*sq) is determined, dependent each time upon a determined current component control deviation. From these, current components of an actual current vector are formed each time by overlay of a formed pilot value (u*spvor, u*sqvor). This invention also concerns a device for carrying out this process.

本发明涉及一种用于馈入电压式变流器的电流调节方法,其中分别将所检测的一感应式电机的一实际电流向量(i s 的磁通感应电流分量和一转矩感应电流分量i sq )调节至该感应式电机的一额定电流向量的一磁通感应分量额定值和一转矩感应电流分量额定值,在这种情况下,分别根据所检测的一电流分量调节偏差计算出一调节器调节量(△u * sp ,△u * sq ),由这两个调节器调节量分别通过叠加所形成的一预控制量(u * spvor ,u * sqvor )形成一额定电压向量的电压分量(u * sp ,u * sq ),本发明还涉及一种用于实施该方法的装置。

The max stress and the max radial displacement of conveyor is also proportional to the square of rotational speed. With the decrease of the blade thickness, both the stress and axial displacement of conveyor increase rapidly. The stress and radial displacement will increase with the increment of half cone angle and lead.

螺旋输送器的最大应力强度和最大径向位移均与转速近似地成二次方关系;减小叶片壁厚,沉渣对螺旋叶片作用的正压力所引起的叶片的最大轴向位移增长较快;正常工况下,螺旋输送器的最大应力强度和最大径向位移都随着半锥角和导程的增加而增大。

Displacement from the spool of view, regulatory agencies are divided into linear displacement and angular displacement valve valve.

从阀芯位移看,调节机构分为直线位移阀和角位移阀。

View from the spool displacement, regulatory agencies are divided into linear displacement and angular displacement valve valve.

从阀芯位移看,调节机构分为直线位移阀和角位移阀。

In this paper we combining connecting tunnel project of Subway Line 4 at Xidan-lingjing bystreet in Beijing. To aim at the difficulties of building large-span connecting tunnels in the fine sand layer, through roads and underground pipelines, construction nearby buildings and other project difficulties. Using theoretical analysis, numerical simulation, field tests and other research methods to comprehensive and systemic research the stratum deformation mechanism and process control techniques of shallow excavation method, and a series of results were obtained. Firstly, use the stochastic media theory to analyze the stratum deformation mechanism, concretely analyze the analytic equation of surface horizontal displacement and deformation which were caused by the excavation of single-hole and double-hole tunnel, and further discussion on ground settlement, vertical deformation, surface horizontal displacement and horizontal deformation. Analyzing the main influence factors of surface displacement, and combined with practical work to proof the theory which was applied to shallow buried single-hole tunnel in fine sand layer was scientific.

本文结合北京地铁四号线西单~灵境胡同渡线隧道工程,针对在粉细砂地层中修建大跨渡线隧道,下穿道路和地下管线,临近建筑物施工等工程难点,利用理论分析、数值模拟、和现场监测等多种研究手段,对浅埋暗挖隧道地层变位机理及控制技术,深入地进行全面和系统的研究,并取得以下成果:(1)引入随机介质理论,对地层变位机理进行了分析,具体分析了单、双孔隧道开挖引起的地表位移及变形的解析方程,并深入探讨了地表沉降、垂直变形、地表水平位移和水平变形的特点,同时分析了影响地表位移的主要因素,并结合工程实例,佐证该理论应用于粉细砂地层浅埋暗挖单孔地铁隧道的科学性。

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