The effectiveness of the method is demonstrated through simulation of two flexible-link and flexible-joint 3R robots manipulating a rigid load.
文中就两个具有柔性关节和柔性臂的3R机器人协调操作刚性负载为例，验证了本方法的有效性。
Load Relieving System is different from the general rigid structure and the flexible structure.
其受力不同于一般的刚性结构，也不同于通常的柔性结构。
Not with braided line relay, the load pin can not solder, not arbitrarily wrenched, two pins and rigid fixation.
不带软铜编织线的磁保持继电器，负载引出脚不能锡焊，不能随意扳动，且不能同时刚性固定两个引出脚。
This paper studies the random parameters rigid frame structure optimization design based on reliability under random load action.
对随机参数刚架结构在随机荷载作用下基于概率的优化设计进行了研究。
Dynamic response of rigid pavement under variable - speed moving load caused by vehicle accelerating and decelerating and airplane landing are analyzed.
分析了行驶车辆加速、减速及飞机起降过程中变速移动荷载所引起的刚性路面的动力响应。
Based on the relationship between the buckling load of a rigid column and the bracing stiffness, the critical stiffness requirement of the bracing for a single column was obtained.
本文首先利用刚性单柱屈曲荷载增量与支撑刚度的关系，得到了单柱横系杆支撑、斜拉杆支撑的门槛刚度要求。
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 this paper, the computation of the internal forces of rigid ring foundation under the action of vertical column load is described.
本文叙述了竖直柱荷载作用下刚性环形基础的内力计算。
Based on the theory of the bending of non-prismatic beam, the paper has derived a rigidity matrix and the equivalent node load of the rigid-frame element with variable sections.
本文从非棱柱形梁的弯曲理论出发，推导出了变截面刚架元的单元刚度矩阵和等效结点载荷。
This paper described the evident expression of the problems on the nodal forces due to the distributed load of the structure in a rigid frame with general loads.
本文阐述了在一般分布载荷下，刚架结构的等效结点载荷的显式表达问题。
Research on theory and methods of the overlay on existing rigid concrete pavements, which is on semi-infinite elastic medium to moving load, is involved in this paper.
本文讨论移动荷载下、弹性半空间地基上的刚性道面水泥混凝土加铺层的动态设计理论和计算方法，并试图把此套方法与场道无损检测评估系统结合起来。
The scale also includes a rigid case for carrying the various modules of the scale, the case being adapted for use as a weighing platform when opened and supported by the load sensors over a surface.
称重器还包括用于携带该称重器的各个模块的刚性箱，当被打开并且被载荷传感器支撑在一表面之上时，所述箱适于用作称重平台。
A simple strategy for overcoming the difficulties can be developed, with a small input torque load, where one of the meshing gears can be modelled with rigid elements.
为了克服困难，一个简单的策略能够被采纳，这个策略就是在带有一个很小的输入扭矩负载下，在加载的地方其中的一个啮合齿轮的可以被建成有刚性的元件的模型。
In this dissertation, model tests and numerical analyses are performed to research the magnitudes and distributions of the earth pressures against rigid retaining wail on high-speed train load.
在总结目前挡土墙研究方面已取得的进展的基础上，本文通过数值分析和模型试验，对高速列车荷载作用于刚性挡土墙上土压力的大小及其分布规律进行了研究。
This paper is absorbed in the research of the nondestructive testing theory about airport rigid pavements, which is on semi_infinit e viscoelastic foundation to moving load.
以一种新的、更符合实际的力学计算模型-移动荷载下粘弹性地基板系统来研究场道的无损检测理论。
In order to resist the structure's lateral load and reduce the lateral displacement efficiently in the tier or tall building structure, it is generally designed the joint as rigid joint earlier.
早期的多高层建筑钢结构设计，为了能有效地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，一般把梁柱连接设计成刚性连接。
This composite foundation transfers the loads to the rigid grid structure through bedding cushion and tension reinforcement net firstly, the load then were passed to deep clay by piles.
这种复合地基通过过渡垫层及张拉网或张拉筋把荷载传递到刚性网格结构上，再通过桩把荷载传递深层土体中。
A method to analyze load transfer was presented for composite-foundation with rigid pile and cushion by means of iterative process.
提出了用迭代法分析带垫层刚性桩复合地基荷载传递特性计算方法。
Take rhombic hanging basket of building a highway rigid frame bridge for example, analysis of rhombic hanging basket deformation theory, guide the basket pre-pressure test by basket load simulation.
以正在建设的某公路刚构桥梁上使用的菱形挂篮为例，分析挂篮产生变形机理，通过挂篮加载仿真分析指导挂篮预压试验。
The effect of temperature on ultimate axle load of semi-rigid asphalt pavement was explored through theoretical analysis on a typical structure at various temperatures.
在不同的环境温度下，通过对典型结构的理论分析，探讨温度变化对半刚性沥青路面极限轴载的影响。
Although it fails in a sense, the semi-rigid asphalt pavement may not lose its bearing capacity under the application of the ultimate axle load.
虽然在某种意义上有破坏，半刚性沥青混凝土路面在极限轴载作用后不一定丧失承载能力。
By analyzing and researching, the paper proposed the method and index of evaluating on rigid pavement structure load capacity for reference.
通过分析研究，提出了评价刚性路面结构承载能力方法和指标，对刚性路面使用性能评定有较好指导作用。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
结合工程实例，分析了超高层建筑结构中桩基及主体结构体系选择，探讨了超高层建筑采用框架-筒体增设刚臂结构体系在地震和风载作用下的结构受力特点及其应采用的一些措施。
The theoretical research approaches involve arched girder load split process, rigid-body limiting equilibrium process, plasmodium process, reliability theory, etc.
理论研究方法有拱梁分载法、刚体极限平衡法、变形体法、可靠度理论等。
Based on this simulation, it conclude the difference between rigid body and flexible body, and also supplied necessary dynamic load for spider's dynamic analysis and optimization.
通过刚柔耦合仿真和刚体模型仿真的比较，得出柔性体对摇摆台性能的影响因素，同时为十字轴的动力学分析和优化提供必要的动态载荷。
Forged part and forming procedure and stroke-load curve obtained from rigid plastic FE simulation further discloses the deformation mechanics of closed die extrusion for spiral bevel driving gear.
刚塑性有限元计算所得的齿轮锻件图、成形过程图、轴向断面网格图和力能曲线进一步揭示了螺旋伞齿轮塑性成形机理；
In this paper, a elastic-plastic dynamical constitutive model on jointed rock masses under blasting load is established with the help of the multiple rigid-body dynamics and contact-impact theory.
运用多刚体系统动力学及接触冲击理论建立了节理岩体弹塑性动态本构模型。
The structure with anomalous plane or calculating temperature load will bring large error when the rigid-floor hypothesis is adopted.
对于平面不规则或考虑温度荷载工况的结构，刚性楼板假定会产生较大误差。
Based on the elastic theory and the overlapped-form strain mode of the soil, the paper deals with an analytical solution for the load-displacement relationship of non-rigid and rigid DX pullout pile.
基于可反映桩基荷载传递性状的“套叠”式桩周土变形模式和弹性理论，将等直径部分和扩径体部分桩周土分段建立位移方程，推导了桩身带有扩径体的非刚性和刚性DX抗拔桩的荷载-位移关系的解析解。
Based on the elastic theory and the overlapped-form strain mode of the soil, the paper deals with an analytical solution for the load-displacement relationship of non-rigid and rigid DX pullout pile.
基于可反映桩基荷载传递性状的“套叠”式桩周土变形模式和弹性理论，将等直径部分和扩径体部分桩周土分段建立位移方程，推导了桩身带有扩径体的非刚性和刚性DX抗拔桩的荷载-位移关系的解析解。
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