所述相应的人机交互界面设置于不同的界面承载板上；
The circuit bearing plates are connected with the corresponding interface bearing plates.
在本实用新型中，相邻承载板之间借助柔性连接物而柔性地互相连接起来。
In the utility model, the adjacent loading plates can be flexibly and mutually connected in virtue of the flexible connecting body.
通过对试验路各结构层进行承载板测试，发现现有材料模量较以前有了明显的提高；
Through bearing board testing on each structure sheaf the paper finds the material modulus gets modified;
所述的上推动轮组位于承载板上端，抖动待碎文件，使待碎文件进入机器内部进行碎纸作业。
The upper drive wheel set is positioned at the upper end of the supporting plate, and can shake the to-be-shred documents to drive the to-be-shred documents into the shredder to be shred.
为此，根据大量的试验检测结果建立了PFWD与承载板、CBR、弯沉和FWD检测值之间的相关关系，结果表明各检测值之间存在良好的双对数关系。
So the correlations of PFWD and bearing plate, CBR, deflection, FWD are established according to many testing results. The analyses indicate that the correlations are good in double logarithm.
根据瑞利波测试方法与工作原理，对填料为天然砂砾的土基进行了现场测试并对比了传统的承载板法，建立两种方法所测土基模量之间的关系，提出了一些结论。
According to the principium and test method of RayleighWave, contrast carrying-board in locale(natural gravel) , found the regress equation between two modulus of subgraded and draw a conclusion.
因而，因为质量或分量较低的要素承载规范不能在板中运用，一系列的疑问，如过度老化。
Therefore, because of lower quality or weight bearing standard cannot be applied in the plate, the elements of a series of questions, such as excessive aging.
试验结果表明，支座边的裂缝严重削弱了板的承载力，降低了楼板的刚度，导致楼板的挠度过大。
Experimental results indicate that the cracks weaken the strength of slabs considerably, lower their stiffness and induce the deflections of slabs beyond limit.
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。
Through the research of corrugated steel shear wall in repeated load, the ultimate load-carrying capacity and hysteresis property is found.
可承载多连板以增加生产率。
为准确确定Q 460等边单角钢压杆的极限承载力，需正确分析板件宽厚比超限引起的局部屈曲的影响。
To determine precisely the bearing capacity of the Q460 single equal-angle steel strut, the local buckling caused by the overrun of width-thickness ratio should be correctly analyzed.
通过结构试验与算例验证了边支承现浇空心板截面刚度大、承载能力高的优良结构性能。
Through the structural test and calculated example, the excellent performances of big rigidity and high bearing capacity of the side supporting cast-insitu hollow floor are confirmed.
目的探讨改良型U形接骨板的承载能力。
Objective To investigate the loading ability of improved U shaped plate.
为了确定地基承载力通常需要进行现场荷载板试验取得荷载——沉降曲线，试验时间长且费用高。
Field tests are usually conducted so as to obtain the load-settlement curve and to determine the bearing capacity.
再者是梁、板主筋位置不准确、钢筋搭接位置不正确，导致构件承载力不足发生质量事故。
Second is the inaccurate main steel bars' position of beam or plate or wrong bonding position of steel bars causing the reduce of bearing strength.
为了用料经济，允许板件产生局部失稳，其承载能力以利用板的屈曲后强度为特点的“有效宽度”方法来计算。
Allowed the local buckling of elements and made use of the post-buckling strength, the effective width method is often used to calculate the load-carrying capacity.
以此为基础，运用极限平衡原理分析了锚板基础的抗拔承载力，并与已有的极限分析成果进行了比较。
On the basis of results, the bearing capacity of uplift anchor with limit balance principle was analyzed.
根据原位压板试验确定的强度和变形参数计算筏板基础下地基的承载力，并采用集中力弹簧模型计算筏板各点的沉降。
Based on the deformation modulus from the in-situ plate loading test, the settlement of each point on the raft foundation was calculated using spring model with concentrating force.
现有的经验方法无法准确计算同时传递竖向剪力和不平衡弯矩的钢筋混凝土板柱中节点的极限承载力。
The existing experimental method cannot accurately calculate the ultimate carrying capacity of the reinforced concrete slab column connections subjected to moment and shear.
试验结果表明：此类节点的承载能力随节点板厚度和螺栓间距的加大呈递增趋势，承载力退化稳定；
In accordance with the test results: The bearing capacity of specimens become larger when the node-plate thickness and bolt-space increased, further, the degeneration of bearing capacity is stable.
将复合材料长加筋板看成是一宽柱，利用梁柱理论推导出复合材料梁柱的极限承载能力公式。
Long composite stiffened panel is thought as columns, and the ultimate strength of composite stiffened plates is derived from composite column theory.
本机是用大滚子附板输送链作为牵引件，依靠链轮带动、用刚性板作为物件承载的一种连续运输设备。
This machine adopts large roller conveying chain as the driving part, which is driven by chain wheel and loaded by the rigid plate for the constant conveying.
本文对板中荷载下混凝土地面的承载能力作了研究。
The load-carrying capacity of concrete pavement under central load is investigated.
载荷板承载力的尺寸效应。
高强度螺栓端板连接是钢结构连接的主要方式之一，具有施工方便、承载力高、连接刚度大等特点。
Bolted end-plate connection is one of the main connection for the steel structures, which is with high resistance ability, large stiffness, and convenient for construction.
抽屉底部设有滚轮轨道，抽屉板承载后仍能自如地拉动。
The drawer type rack was equipped with idler wheel rail on the bottom and the drawer panel could be freely pulled when carrying.
结果螺栓数目、螺栓直径以及端板厚度对节点极限承载力都有不同程度的影响。
The results indicated that the bolt number, bolt diameter and end-plate thickness all affected the limited capacity of joints to some degree.
通过对三块钢筋锈蚀槽板的荷载试验结果的分析，探讨了钢筋锈蚀和混凝土保护层脱落后的槽板承载力及破坏形态。
By analysis on testing for three trough-form slabs with corroded steel bar, bearing capacity and destroying status of trough-form slabs were approached.
在考虑应力扩散的影响对抗剪有效作用下，提出了预应力筏板基础边柱合理的抗冲切承载力计算公式。
Compressive stress produced by horizontal prestressing tendons within the raft foundation has much to do with the effective prestress and punching shear capacity.
集中力作用下钢筋砼板的承载力取决于板的抗弯强度与冲切强度。
The carrying capacity of a reinforced concrete slab under concentrated load depends on its bending strength and punching strength.
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