A Kuka robot with 2,200-pound payload capacity places material blanks onto the shear load table.
一个负重能力为1000公斤的库卡机器人正在把板料装载到剪板机的工作台上。
The calculation method is also introduced on the shear deformation and the shear load stiffness.
介绍了剪切变形与抗剪刚度的计算方法，分析了弯剪承载力的组成与剪弯段的受力特点。
The influences of the continuity of rib and the direction of shear load on the buckling load were also investigated.
随后分析了肋缘条连续性和正反剪载荷效应对结构屈曲载荷及屈曲模态的影响。
This chapter indicates buckling modes, critical load and equilibrium path of plate under axial compression and shear load.
介绍板在单向压缩和剪切载荷作用下的屈曲模态、临界载荷和平衡路径。
The observational result of crack fracture form for rock samples with close crack under unloading after the peak compression shear load.
介绍了对含闭合裂缝岩石试件在达到峰值压剪荷载时卸荷的裂缝断裂形态观察结果。
The transverse weld topography, the connect width between plates and tension and shear load were analyzed when the incident angle changed.
分析了入射角改变对焊接件外观形貌、焊缝截面、焊缝板间连接宽度以及所承受的拉剪载荷的影响。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。
According to the test results, the computational formula of the shear load capacity about the externally bonded steel plates and the restricted condition of oblique shear section are set up.
根据试验结果，建立了粘钢部分承担的受剪承载力理论计算公式和受剪斜截面限制条件。
This method can be used to analyze accurately the complete load-deformation response of RC beams loaded in combined shear, moment, and axial load.
该法可以对在弯矩、剪力和轴力共同作用下的钢筋混凝土梁截面进行较为准确的荷载-变形反应全过程分析。
On this basis, the influences of corrugation configuration, the overall dimensions and steel thickness of corrugated webs to ultimate shear bucking load and buckling mode are investigated.
在此基础上研究了波纹形状、腹板整体外形尺寸和钢腹板厚度等因素对波纹钢腹板剪切屈曲极限荷载和屈曲模态的影响。
Formula for calculating shear and displacement of the top of column in bentuncler general load has been proposed the basis of analysis of displacement conditions ofbent.
通过对变截面多跨不等高排架位移条件的分析，导出了此类结构在一般荷载作用下的柱顶剪力及变形计算公式。
In accordance with the special characteristics of this type of ship, a proper load predication method is adopted for hull longitudian strength, shear strength and transverse strength.
本文针对船型的特殊性，采用了适宜的载荷预报方法，妥善地解决了该船体的总纵强度、剪切强度及横向强度。
The text introduces performance of bending components, shear properties, as well as in the use of performance under load, and dynamic performance.
介绍了受腐蚀钢筋混凝土受弯构件的性能、抗剪性能、以及在使用荷载作用下的性能和动力性能。
The failure criterion can be judged by the rectangle region in the graph of the relation between ultimate out-of-plane load and ultimate in-plane shear.
它的破坏状态可以用极限面外荷载和极限面面内剪力关系图中围成的矩形区域来判断。
The influences of moving load on shear stress and bending moment are analysed by static characteristics, and the reliability of crane is studied with MonteCarlo method.
通过静态特性研究，分析了移动荷载对结构的剪力、弯矩和应力的影响，分别确定了剪力值最大、弯矩值最大和应力最大的位置。
The examples show that the critical load of composite shells of revolution will decrease when considering the transverse shear deformation.
数值算例表明，对于复合材料旋转壳，横向剪切变形使其临界载荷降低；
The results clearly illustrate the load transfer mechanism in the deep pile cap and the subsequent failure mode of two-way shear.
结果清楚地显示，深承台板的载荷传递机制与相应的双向剪切破坏模式。
Through the research of corrugated steel shear wall in repeated load, the ultimate load-carrying capacity and hysteresis property is found.
对整片折板钢板剪力墙在反复荷载下滞回性能进行研究，得到了折板钢板剪力墙极限承载力、延性和滞回性能。
The numeric calculation of the tide-effective shear stress on the seismic fault plane is a key to the application in the load-unload response ratio theory.
发震断层面上潮汐有效剪切应力增量的数值计算是应用响应比理论的一个关键性基础问题。
Then, a summary of the behavior of steel shear walls under cyclic load, in the laboratory as well as during past earthquakes, is presented.
然后，一篇钢抗剪力墙的行为的摘要在周期的负荷下，在实验室和在过去地震期间，被提出。
An additional axial preload tended to increase the pressure, the shear, and fiber strains essentially for all load scenarios.
特别在负荷方案中，一个附加的轴向前负荷可以趋向于增加压力、切应力和纤维强度。
The dead load shear and impact shear testing were performed from both of root apex direction and cutting edge direction.
测试了剪切力分别沿根尖方向和切缘方向作用的静剪切和冲击剪切强度。
The shear lag effect of the section under concentrated load is more remarkable than that of other sections. National Standard (JTJ023-85) is worth discussing further.
集中力作用处剪力滞效应与其它截面相比明显增大，我国现行桥规（JTJ023-85）中关于有效宽度取全桥等宽的说法需要进一步研究。
The effects of load in certain range were to restrain the swelling-shrinkage deformation and the attenuation of shear strength.
荷载对干湿循环过程中膨胀土的胀缩幅度及强度衰减具有明显抑制作用。
Such as: load area and shape, strength of concrete, composition of concrete, depth of slab, load position ratio of reinforcement, punching shear reinforcement and scale effect.
主要包括：加载面积和形状、混凝土强度、混凝土的组成、冲跨比及板厚、荷载作用位置、抗弯钢筋的配筋率、抗冲切钢筋以及比例效应。
In addition to the load and environment factors, the materials and the pavement structures will affect the asphalt pavement to anti-shear.
影响沥青路面抗剪的因素除了荷载、环境外，还与路面的材料和结构相关。
For any load the function from load is in multiplication shear force by antisymmetry load.
任意荷载的作用含反对称荷载分量的图乘剪力的作用。
The paper puts forward a kind of calculating method for displacement, internal force and interaction of high-rise frame-shear wall structure under lateral load by using continuity method.
提出一种采用连续化方法对高层框架—剪力墙结构在侧向荷载作用下的位移、内力及相互作用的计算方法。
To evaluate the effect of shear on deformation of beams, shear in beams under the action of a concentrated load is expressed in terms of a single-valued continuous inverse trigonometric function.
为了估计剪力对梁变形的影响，在集中力作用下梁内剪力用一个单值连续的反三角函数表示。
To evaluate the effect of shear on deformation of beams, shear in beams under the action of a concentrated load is expressed in terms of a single-valued continuous inverse trigonometric function.
为了估计剪力对梁变形的影响，在集中力作用下梁内剪力用一个单值连续的反三角函数表示。
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