轴柱用英语怎么说，轴柱的英文翻译

词语导航

基本信息

词语：轴柱

繁体：軸柱

拼音：zhóu zhù

英语翻译

【医】 axostyle

相关词条

1.umella(collumelae)  2.axostyle  3.columella  

分词翻译

轴的英语翻译：

axes; axis; shaft; spindle
【医】 ax-; ax.; axes; axio-; axis; core

柱的英语翻译：

column; columniation; cylinder; pillar; post
【化】 column
【医】 beam; column; columna; columnae; Pila; pilae; pillar; pivot; post; rod
trabecula; trabeculae

翻译例句

1. 你如果要用神没给你的方式服侍神，就像把一个方形的轴柱打成圆的。

When you attempt to serve God in ways that you"re not shaped to serve, it feels like forcing a square peg into a round hole.

2. 在这种情况下，我假设该圆柱是以柱轴跟地面平行的方式下落的(这样才能使人背部着地)。

In this case I will assume the cylinder is falling with the axis of the cylinder parallel to the ground (so the person would land on the back).

3. 钢结构节点设计中，梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接，螺栓群所承受的荷载有竖向力和偏心力矩。

In the connection design of steel structure, the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.

4. 在循环加载试验中首次综合探讨了柱轴力大小、加劲肋构造措施等对连接性能的影响。

Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic-loading.

5. 为了建立钢管混凝土叠合柱的轴压计算公式，进行了18个叠合柱试件的轴压试验。

In order to establish the axial compressive strength formula for CFST composite columns, axial compressive loading tests of 18 specimens have been carried out.

6. 采用虚拟接触载荷法模拟分析各种柱筒与轴之间的过盈配合接触现象，提出了具体的计算方法与分析程序。

The interference fit between various column casings and shaft is analyzed by using the virtual contact loading method, and concrete calculating method and program are presented.

7. 重力荷载作用下网筒结构外鼓及交叉柱间轴力差异将使环梁受到较大的拉力。

The exterior tube structure exerts radial outward forces, and the diagrid columns have significant difference in axial force.

8. 在试验研究和理论推导的基础上，给出了高轴压比下框架柱恢复力模型的骨架曲线，与试验骨架曲线吻合较好。

Based on the tests and theoretic derivation, skeleton curve of restoring force model of frame column with high axial compression ratio is got.

9. 文中还介绍了钢骨混凝土柱偏心距增大系数和轴压力限值的计算。

Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also introduced.

10. 对已建厂房的复核结果反映出底层柱的轴压比、结构的混凝土等级等均能够满足要求，但抗弯承载力不足。

The segments of the plant which have been constructed are calculated, which reflects that axial compression ratio of column and concrete strength is in accordance with the code.

11. 本文推导了柱单元受大轴力和单元变形过大两种情况下的单元几何刚度矩阵。

In this paper, a improved geometric stiffness matrix of a column element considering axial force-lateral displacement effects is derived.

12. 这说明它们是在地幔柱轴部，由地幔岩和榴辉岩(古玄武质洋壳)组成的源区产生的岩浆形成的。

The evidences indicate that the magmas are formed by melting of pyrolite and eclogite (ancient basaltic oceanic crust) in the axial zone of mantle plume.

13. 柱式结构，适用于电子汽车衡、料斗秤、仓储秤、灌体秤、轴重秤等各类电子称重设备或测力场合。

Spoke type, suitable for electronic truck scales, hopper scales, warehouse scale, tank scale, axle wheel scale other electronic weighing or force measuring fields.

14. 根据异形柱的受力特点，论述了在设计时应注意轴压比控制和构造措施等方面的要求。

Based on its stress characteristics, the author introduces points for attention in design such as control of axial compression ratio and structural measure.

15. 本文用极限平衡法求解了钢管混凝土格构柱在轴力和弯矩共同作用下的极限承载能力。

This paper describes the limit analysis of latticed columns made from concrete-filled steel tubes under combined bending and axial loading.

16. 用试验与数值计算方法研究了普通方钢管混凝土柱的轴压承载能力。

The enhancement of the axial bearing capacity of ordinary square concrete-filled steel tubes was investigated experimentally and numerically.

17. 提出在保证柱轴压比的可靠指标不低于现行《规范》的情况下，应适当考虑柱纵筋配筋率和配箍率对轴压比限值的提高。wWw.WentiyI.COM

The enhancement for ultimate axial compression ratio because of longitudinal reinforcement should be considered in a certain when the reliability index is not lower than that of current code.

18. 轴压试验表明钢管轻集料混凝土中长柱能提供不低于相同参数的钢管普通混凝土的承载力。

The experiment shown that the bearing capacity of LACFST middle long column would not lower than that of CFST.

19. 本文对矩形钢管混凝土轴压柱钢管壁的局部屈曲性能进行了理论分析研究。

In this paper, a theoretical study for the local buckling of the concrete filled rectangular steel tube subjected to axis force is presented.

20. 试验旨在研究在较高轴压比条件下，高弹模PVA纤维对超高强混凝土短柱抗震延性的改善作用。

The primary objective is to study the effect of high-modulus PVA fibers on improving the seismic performance of super-high-strength concrete short columns with high axial pressure ratio.

21. 钢管混凝土柱的受剪承载力与轴压比、剪跨比有关。

The shear strength of CFST columns was correlated to the axial force ratio and the shear-span ratio.

22. 对墙体和柱的沿弱轴的弯曲试验结果表明，它们都具有强的弹性变形能力。

Bending tests on walls and columns along their weak axis showed that both have high elastic deformation capacity.

23. 给出了分体柱轴压比、剪跨比等概念参数的定义。

The definitions of parameters of axial compression ratio and shear span ratio of split columns were given.

24. 用共振柱仪和加装了弯曲元的动三轴仪研究了饱和粉土和粉砂的动力特性。

Dynamic properties of saturated silts and silty sands were studied with the resonant column and dynamic triaxial apparatus which were developed by bender element.

25. 导出了钢管混凝土柱弹性本构方程、组合轴压弹性模量和组合轴压刚度的理论计算公式。

The elastic constitutive equations, the composite elastic modulus and the composite axial compression stiffness of CFST are derived.

26. 螺柱的螺纹与材料结合得足够牢固，但还需与螺柱轴之间有足够空间，可以防止脱套。

The thread length of the stud provides sufficient thread engagement with the mating part while allowing maximum play along the axis of the sleeve, preventing jacking.

27. 目的研究使钢管-钢骨混凝土组合柱发生延性破坏时所需要确定的轴压比限值。

The study aims to find out the proper limited values of axial compression ratio of the steel tube-steel concrete composite column under the condition of ductility damage.

28. 通过对比分析，得出了异形柱比较合理的轴压比和加载角度。

The reasonable axial compression, load angle and the ratio of stirrup of special-shaped columns are gained from the contrastive analysis.

29. 对部分包裹混凝土的H型钢轴压柱翼缘板的局部屈曲性能进行了理论分析。

In this paper, a theoretical analysis for the local buckling of the flange plate of the partially encased concrete columns subjected to H-shape steel axis force was presented.

30. 本文对影响柱延性的主要因素以及改善变形能力的措施进行了阐述，提出两种旨在提高柱承载能力的配筋方式，引入等效轴压比的概念代替传统的轴压比。

The main factors affecting the ductility of columns are reviewed, and two methods are proposed for improving the bearing capacity and ductility of the traditional RC columns.