节点力的英文

• nodal forces

• "节点"英文翻译    panel point; hybrid; packing ...
• "等价节点力" 英文翻译 :    equivalent nodal force
• "等效节点力" 英文翻译 :    equivalent nodal force
• "广义节点力" 英文翻译 :    generalized nodal force
• "节点力矩阵" 英文翻译 :    nodal force matrix
• "触点力" 英文翻译 :    contact force
• "共点力" 英文翻译 :    concurrent forces; force, concurrent; forces acting at the same point; forces，concurrent
• "结点力" 英文翻译 :    joint forces
• "节点" 英文翻译 :    [电学] panel point; hybrid; packing; node; nodal points; joint of framework; pitch point; point pitch
• "等效结点力" 英文翻译 :    equivalent joint force
• "端点力矩" 英文翻译 :    end moment
• "端点力距" 英文翻译 :    end moment
• "多尽一点力" 英文翻译 :    extra effort
• "非共点力" 英文翻译 :    non concurrent force; non-concurrent forces
• "复策动点力" 英文翻译 :    complex driving-point force
• "拱(点力心)距" 英文翻译 :    apsidal distance
• "共点力系" 英文翻译 :    system of concurrent forces
• "零点力矩法" 英文翻译 :    method of zero moment points
• "省点力气" 英文翻译 :    save one’s breath
• "支点力矩" 英文翻译 :    support moment
• "质点力学" 英文翻译 :    ma point mechanics; mass point mechanics; mechanics of particles; particle mechanics; point mechanics
• "再用点力旋转" 英文翻译 :    spin a little tighter
• "节点到节点" 英文翻译 :    node-to-node
• "耻骨结合点力峰值" 英文翻译 :    pubic symphysis peak force
• "边节点" 英文翻译 :    mid-side node

• Equivalent nodal force
  等效节点力
• 3 . the way to calculate the equivalent joint - force is consummated in the equivalent joint - force method to calculate dam ' s permanent displacement caused by earthquake
  3 、完善了计算地震作用下土石坝的永久位移的等价节点力法中等价节点力的计算方法。
• The permanent displacement caused by accumulated damage is calculated in equivalent joint - force method , while the way to calculate the equivalent joint - force is consummated , both in the equivalent joint - force method of horizontal face and maximal static shear stress face
  而多点输入由累积损伤引起的永久位移可采用等价节点力法，水平面和最大静剪应力面两种等价节点力法中等价节点力的计算方法都在本文得到完善。
• Abstract : the numerical simulation of the rheological warm extrusion molding of the missile shell , a kind of aluminum alloy part , has been carried out , including the simulation of metal flow in the mold cave , velocity field , stress field , strain field , temperature field , and nodal force etc
  文摘:对铝合金零件弹托在温挤条件下的流变成形过程进行了数值模拟，其中包括对金属在模具型腔中的流动情况、速度场、应力场、应变场、温度场、节点力等的数值模拟。
• 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。
• The static analysis of the long span plate - truss composite cable - stayed bridges . first , the cr formation on the geometric non - linear structural analysis is introduced . next , the structural discretization of cable - stayed bridge , the stiffness matrix the formation of nodal force and the simulated construction system are introduced
  首先介绍了本文采用的杆系结构几何非线性问题的分析方法? cr列式法，其次介绍了板桁结合斜拉桥的结构离散及杆单元、梁单元的刚度矩阵以及节点力的形成方法，然后介绍了斜拉桥施工模拟体系的形成。
• Assuming the load on the plate is transmitted in distributional state to the foundation , on the basis of the relationship between the nodal force and its displacement on the semi - infinite surface , the relationship between the distributional forces on the foundation surface and the nodal displacements is developed by use of the gaussian integral method
  假设板上荷载按分布力形式传递到地基中，根据半无限空间上某节点力与该处的位移关系，用高斯积分法建立了地基表面分布力与节点位移关系表达式。
• A new type data - structure which is very suitable for graphical process the model of cable - membrane structure was presented in detail . through the developing instance , the maneuverability of this type of data - structure was verified . the cable - membrane cad ( cmcad ) which is developed in this paper has the basic function for the design and analysis of cable - membrane structure
  同时，基于节点力平衡原理，采用子结构的数值方法，提出了一种形态分析的新方法，编制了相应的分析程序，通过经典算例及工程实例对其可行性进行了验证，并指出了这种方法的优、缺点，针对其缺点，提出了相应的解决措施。
• In this thesis a new numerical method - the finite volume method is developed to achieve the static and dynamic large - deflection response analysis for suspension cables . the finite - volume division scheme is first established along the length of the cable and the deformation of each volume is defined using the common engineering strain concept . based on this strain definition the strain energy of the cable is determined
  首先建立了悬索沿索长方向的有限体积离散格式，在变形后的构形上按工程方法求得了应变，并进一步得到了应变能和动能的计算式；再根据哈密顿原理导出了悬索大挠度振动的有限体积离散方程，推出了索的整体节点力向量、质量矩阵和切线刚度矩阵。

• 节点力的日语：せってんりょく