Chinese translation for "节点位移"
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- joint displacement
joint mobility
joint translation
nodal di lacement
nodal displacement
Related Translations:
节点方程: nodal equationnode equation
- Example Sentences:
| 1. | Finite element model is also established based on a cabin of a warship ( from # 126 to # 132 ) and is solved by the fem program coded by myself
并针对某一军舰的# 126 - # 132舱段，建立了空间梁板结构的有限元模型，采用自编的有限元程序，得出了该结构的节点位移。 | | 2. | By altering the length of some structural members while keeping the prestress level above a given lower bound without relaxation , the nodal displacements of prestressed cable structure are controlled
在保证预应力索结构各索段一定的预应力水平且不致松弛的情况下，通过改变结构中某些索段的长度，来达到控制节点位移的目的。 | | 3. | Aimed at the blank parts based on the ideal forming , the involved fe formulae based on the kinematics of the linear triangle membrane elements , with the node coordinates or node displacements of elements being unknown , are derived
针对基于理想成形的板料零件，推导了以节点坐标或节点位移为未知量的线性三角形薄膜单元的变形关系。 | | 4. | Abstract : in mixed - interface modal synthesis method , the substructural displacement is considered as the synthesis of the elastic displacement to interface free - points and the implicated displacement produced by the fixed - points
文摘:在混合界面模态综合法中，子结构的节点位移被视为相对于对接界面约束节点的弹性变形和伴随约束节点的牵连运动位移之和。 | | 5. | The plate on the elastic foundation is simulated according to the theory of both plane and bending problems , and the nodal displacements on the interface between the plate and the foundation are represented by the displacements on the middle surface of the plate
摘要按平面问题与薄板弯曲问题描述基础板，建立了基础板同地基接触面上的节点位移与板中心面位移之间的转换关系式。 | | 6. | The thesis analyze a on - the - spot test model combining a projiect . utilizing the non - linear finite element theory in the article , form - finding has been took apart with node balanced laws and propping up move law . under the loads every calbe unit strength of axle and node displacement ' s variation tendencies are computed
论文还结合工程实践对一现场试验模型进行了分析。文中利用非线性有限元理论，按节点平衡法与支座移动法进行找形分析。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。 | | 7. | ( 2 ) according to the analysis to the single - hole model of blasting , the displacement of the nodes near blasting holes is large but decay rapidly . and this far away from blasting holes is relatively small , decay relatively slowly . after having rising rapidly , the speed of the nodes near blasting holes decays at once
( 2 )通过单孔爆破模型分析得出，炮孔附近节点位移幅值很大，衰减迅速，远离炮孔节点位移幅值较小，衰减较慢；炮孔附近节点速度迅速上升后马上衰减，远离炮孔节点表现出大阻尼振动性状。 | | 8. | This paper introduced the composition and classification of suspendome , generalized the nonlinear finite element computing methods . analysis to suspend - dome and single layer reticulate is conducted separately to the five type suspendomes which have same span but different rise - span , including force , displacement , eigenvalue buckling , nonlinear buckling , load - displacemnt tracking and nonlinear ultimate carrying capacity , every performance of suspendome was expatiated in the paper
通过对同一跨度、不同矢跨比的5种弦支穹顶结构和单层网壳进行的静内力、节点位移、结构体系应变能、特征值屈曲、非线性屈曲、非线性极限承载力、荷载-位移平衡路径跟踪分析和比较,阐述了弦支穹顶结构的各项性能,通过与单层网壳的比较,阐明了弦支穹顶结构的优越性。 | | 9. | When analyzing skew support continuous curved box girder bridge , curved grid girder analyzing method considering warping effect is applied . matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing . in order to convert original rigidity equations to structural rigidi ty equations that can be solved , bearing nodal displacement matrix can be introduced , then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings , unit rigidity matrix and unit nodal forces can be gained . structural rigidity matrix can be composed according to matrix displacement method , so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved
分析斜支承连续曲线箱梁桥时，采用考虑翘曲作用的曲线格子梁分析方法，应用矩阵位移法对具有约束支承形式的斜支承连续曲线薄壁箱梁桥进行分析，考虑到支座的约束条件并不与梁端弯曲角位移和扭转角位移的方向一致，引入支座节点坐标矩阵，使得梁端的位移未知量与斜支座约束方向一致，来计算单元刚度矩阵和单元节点力，然后按照矩阵位移法组集总刚并建立结构刚度方程，根据结构刚度方程即可求解未知的节点位移及杆端力，推导出任意截面处的内力计算公式。 | | 10. | On the basis of the design and calculation of such space truss system , this paper has analysed and summed up the experiment dataes of the wind tunnel test and made a deeply research and analysis on this kind of structure which undergoing complicated wind load . compare the wind load values which gained by calculating according to load criterion and the wind tunnel test separately and then analyze and compare the two different results got by static wind load and dynamatic ones separately . at last , analyze the two outcomes through these two different methods which in virtue of finite element program midas
本文在盐田码头闸口的工程设计基础上，分析总结了对该建筑物进行风洞试验的试验数据，并对利用风洞试验数据计算所得风荷载值与按规范计算所得的风荷载值进行了比较，然后借助有限元软件midas对该结构在静力风荷载作用下和动力风荷载作用下的节点位移进行了计算分析和比较。 |
- Similar Words：
- "节点图标" Chinese translation, "节点弯矩" Chinese translation, "节点网路" Chinese translation, "节点网路协议" Chinese translation, "节点网络" Chinese translation, "节点位移法" Chinese translation, "节点文件都有一个关联的主号和从" Chinese translation, "节点线" Chinese translation, "节点详图" Chinese translation, "节点消除法" Chinese translation
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