计算了外荷载作用下各索单元轴力及节点位移的变化趋势。
Under the loads every calbe unit strength of axle and node displacement's variation tendencies are computed.
结合实例，通过跟踪最大不平衡力和节点位移，来分析边坡的稳定性。
Integrate instance, tail after the max unbalance and the displacement to analyze the stability of the slope.
然后将混凝土板分成若干层，建立起每层板节点力与节点位移之间的关系。
Then, the concrete slab is divided into several layers and the relationships between the nodal forces and displacements of each layer slab are established.
在力学分析的基础上，确定了平面壳体单元的刚度矩阵，并根据载荷情况求出节点位移。
On the basis of mechanical analysis, the rigidity matrix of flat shell element has been determined and the displacement of joint has been found out according to the situation of loading.
对于空间杆系结构，认为其杆件只承受轴向应力，因此，由节点位移可得出各杆件应变。
The strains of all elements could be obtained by the displacements of all nodes owing to axial stress was predominant, and the relationship can be expresses by a transition matrix.
通过界面位移可以简洁地将位移和力的边界条件引入离散系统的控制方程，也可以方便地求解节点位移。
According to the seam displacement, all kinds of boundary condition can be introduced and the nodal displacement can also be calculated easily.
该方法基于反射面天线的结构分析，利用变形反射面单元的节点位移信息得到变形后的反射面的网格模型。
Based on the structural analysis of the reflector antenna, a mesh model of the distorted reflector is obtained through the node displacement of elements of the distorted reflector.
节点位移与索元内力的求解是索网结构静力计算中的两个基本问题，其特点是结构的形状与内力是耦合的。
This paper focuses on the feature that shape and internal forces are coupled for a cable-net structure.
本文通过建立节点位移和广义位移之间的关系对移动最小二乘形函数进行修正，给出了修正的移动最小二乘形函数；
The modified MLS shape function, for alleviating the above problem, is given by establishing the relationship between the nodal value and the generalized displacement.
首先对弹性五杆机构进行有限元分析，通过机构梁单元节点位移间的关系，建立起弹性五杆机构单元质量矩阵与刚度矩阵以及弹性动力学模型。
Firstly, the links of the plane five-bar linkage mechanism is simulated by beam element, the mass matrix, stiffness matrix of linkage mechanism and elastic dynamic model of system are established.
采用桩土分析法，计算分析在一个荷载周期内，弹性路基内各研究节点的位移、竖向应力、桩土应力比的瞬态响应。
Then, transient response of vertical displacement, vertical stress and pile-soil stress ratio of some nodes in the elastic subgrade are computed in one single load cycle.
试验对该网壳结构内部16个节点采用位移控制法进行比例加载，得到了结构的屈曲后性能。
Load was exerted on the 16 interior nodes by displacement control method, in this way the post buckling behavior of this structure was obtained.
同时以一组双稳定器钻具组合为例，分析钻具节点的位移变化图、弯矩图和应力分布图可得出钻具上的受力变形情况。
Moreover, taking the BHA with two stabilizers for example, based on analyzing the displacement, bending moment and stress on the nodes of BHA, the force and deformation of BHA are obtained.
本文对空间框架中常用加劲形式的梁柱节点进行了翘曲位移传递的分析。
This paper analyzed the transmission of warping displacements through commonly used beam-to-column joints.
在模型中，通过引入一种新的截面位移模式和节点自由度，考虑了剪力滞后效应的影响。
A new cross section displacement function and degree of freedom of nodes are introduced and improved which consider the effect of shear-lag.
位移响应功率谱表明响应的共振分量是显著的，对某些节点甚至比背景分量更加重要。
The spectra of displacement response indicate that the resonant component of the response is significant, and even more so than the background component for some nodes.
并应用有限元法对变幅杆进行了模态分析，得到了共振频率和位移节点等重要参数。
Normal modes in the pole and important characteristic parameters such as resonance frequency and position of the displacement node are obtained using the finite element method.
确定出其理论共振长度、小端直径、位移节点、放大系数、形状因数等参数。
Then theoretical resonance length, small end diameter, displacement node, magnification factor, shape factor and other parameters of the amplitude amplifier pole could be determined.
计算了管柱在不同温度和压力工况下管柱轴力、各节点应力、位移和整个管柱总变形量。
The stress and displacement of each node and total deformation of pipe string are computed which at different temperatures and pressure work conditions.
本文对滚动体和内外圈的应力、应变场的分布情况以及对滚动体上典型节点处的位移曲线进行了分析，并获得了滚动轴承在运转过程中比较直观、定量的分析数据。
Through the various components of the stress and strain field distribution, as well as the typical node displacement curve analysis, to study the variation of the motion state of rolling bearings.
在旋后位肱骨髁上部不论是内侧还是外侧节点均向内侧位移；
In the supination position, there was medial displacement in the medial and lateral sides.
特殊裂纹尖端单节点二次单元包括近裂纹尖端位移近似级数展开第二项。
Special crack-tip SNQE includes the second term of the asymptotic series expansion of the displacement fields near the crack-tip.
通过求解该方程，可计算各节点不同时刻的位移，计算出载荷，绘出各节点功图。
By this equation, we can calculate the displacement, load and dynamometer diagram at every rod node and any time.
使用虚功原理和位移线性插值推导了满足二次分布力作用的精确节点力分配公式。
The precise formula of node force fitted second order distributed load is developed sing virtual work principle.
结果建立了用于计算机辅助设计的镍钛记忆合金牵引器有限元模型，可以预测一定形状的牵引器在变形过程中(各时段)其本身结构中各节点、单元的受力、位移情况。
Results the finite element model of NTMA tractor for CAD was set up, which could predict the strength and displacement of every node and element of its own structure in the course of deforming.
通过获得的一个心动周期的心脏运动序列图像，得到采样节点的位移和速度。
The displacement and speed of the sampling node is obtained by obtaining one cardiac cycle heart movement sequence image.
对梁和柱内的翘曲位移及其双力矩通过斜加劲的梁柱节点的传递提出了新的数学分析模型。
A new model was proposed for transmission of warping deformations and bimoments in beam and column through diagonally stiffened beam-to-column joints.
高层建筑钢结构设计中，工程师们一般都将节点做成所谓的“刚节点”，以抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移。
In the design of tall building structure, the engineers generally design the joint as so-called "rigid joint" to resist the structure's lateral load and reduce the lateral displacement efficiently.
高层建筑钢结构设计中，工程师们一般都将节点做成所谓的“刚节点”，以抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移。
In the design of tall building structure, the engineers generally design the joint as so-called "rigid joint" to resist the structure's lateral load and reduce the lateral displacement efficiently.
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