1.
Studyon the Variable Load in 60-year Design Reference Period
60年设计基准期下可变荷载标准研究
2.
Combined Criteria Method for Topology Optimization of Continuum Structures Subjected to Variable Loading;
拓扑可变荷载作用下连续体拓扑优化组合准则法
3.
We can assume the load dispersion discontinuity lines.
我们可以假设荷载分布的突变线。
4.
The Reliability Optimal Design of Accept Changing Load for Bolt Group Link
受变载荷螺栓组联接的可靠性优化设计
5.
Time-variant Reliability Model of Components Under Uncertain Loads
不确定性载荷作用下的零件时变可靠性模型
6.
The loads for which a building must be designed may be classified into dead loads,vertical live loads,and lateral live loads.
设计建筑物必须考虑的荷载可分为恒载、竖直活荷载和侧向活荷载。
7.
Load P varies from 90,000 N to 45,000 N.
载荷P由90，000n变化到45，000n。
8.
irregularly varying service
不规则变化使用载荷
9.
We may also consider the critical load of constant-section bar as a special case for that of varying-section one.
由此我们亦可将等截面杆件的临界荷载作为变截面杆件的临界荷载的特殊情况加以考虑。
10.
The effect of radial load to radial stiffness can be neglected.
径向载荷的变化对轴承径向刚度的影响可以忽略.
11.
In the FEM simulation of the loading identification process, the bending moment maintains a constant amplitude, hut its direction is alterable.
在有限元仿真计算中，弯矩载荷的大小保持不变，但方向可调。
12.
The amount that a wagon can hold.
载荷一辆运货车可以装载的量
13.
variable carrier
变幅载波, 可控载波
14.
Cracks may initiate in compression, and certainly in tension.
裂缝可能在压缩载荷下形成，当然也可能在拉伸载荷下形成。
15.
Study on Bearing Deformation Behaviour of Oblique Piles under Vertical Load
竖向荷载作用下斜桩的承载变形性状研究
16.
Research on Load Transfer Behavior and Deformation Rule of Stiff Pile Composite Ground under Embankment;
路堤荷载下刚性桩复合地基的荷载传递性状与变形规律研究
17.
All of the load is transmitted to the straining sensing tube.
全部载荷都传递到应变传感管上。
18.
Find the angular deformation sustained with such loading.
求在这种载荷下出现的角变形。