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conical bearing相关的网络例句

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与 conical bearing 相关的网络例句 [注:此内容来源于网络,仅供参考]

Stapfii Sleumer from New Guinea, has a short raceme bearing a pistillate flower with young fruit developing, and a staminate flower with pollen-bearing anthers.

stapfii Sleumer的标本,有短的总状花序生雌花具发育的幼果和雄花具有花粉的花药。

NTN development went Dmn to be worth diameter of 〔 bearing pitch circle × rotate speed coming back is spent 〕 is 1.5 million, but the thrust needle bearing that high speed runs.

NTN开发出了dmn值〔轴承节圆直径×旋转速度〕为150万、可高速运转的推力滚针轴承。

The formula of normal cross section bending resistance bearing capacity based on the assumption of plane deformation of the cross section, and the formula of oblique section shear bearing capacity according to its composition and deformation are suggested.

在平截面假定的基础上,提出了两者正截面受弯承载力公式;按墙体组成材料对抗剪承载力的贡献,提出了墙体斜截面受剪承载力公式;同时还提出了墙体侧向变形的计算公式。

The assumption of the variable tendency of slip-line in active zone is made based on the numerical results. Combining the slip-line equations and boundaries, the formula of bearing capacity is deduced which can consider the density of soil. The formula of bearing capacity of strip footing on ponderable soil is also deduced assuming that the slip-line field of ponderable soil is the same with that of weightless soil, which is proved to be an upper-limit solution, as its the same with that deduced by the upper-limit method in Prandtl mechanism.

在数值计算结果的基础上,对有重土地基主动区滑移线变化趋势进行了合理假设,根据边界条件和特征线方程求得了条形基础极限承载力的解析表达式,该表达式可以计算考虑土重度的条形基础的极限承载力;获得了不考虑重度对滑移线场影响时(即有重土在普朗特尔滑移线场下)极限承载力的解析表达式,该表达式与普朗特尔机动场对应的极限承载力上限解的表达式相同,这就从理论上证明了在土重度对滑移线场没有影响这一假定前提下得到的极限承载力是一个上限;(3)利用上限定理求解了极限承载力的最小上限。

Countering the serious wear on plain bearing bush of the primary lathe axis supporting,and the reducing of working precision,change to the ball bearing ,thus increase the working precision of the product.

针对原车床主轴支承滑动轴承轴瓦严重磨损,加工精度降低,改用滚动轴承支承法,从而提高了产品的加工精度。

Existing literature on the inquiry,collation and analysis,this article had the following major tasks:1st,finite element simulation of the current analytical methods are summarized,and system introduction finite element software ADINA and ANSYS applied in the reinforced concrete built-up section.2nd,system introduction reinforced concrete component material performance as well as reinforced concrete nonlinear analysis main mathematical model. 3rd,the use of ANSYS and ADINA software simply supported beam simulation were compared.4th,uses the ANSYS analysis software,conducted 7 radical center bearing reinforcing steel-side steel pipe concrete short stump simulation test research,the research had indicated the reinforcing steel the existence strengthened the pillar ductility greatly.5th,based on ANSYS,has conducted 2 radical center bearing reinforcing steel-side steel pipe concrete member in bending simulation test research.

通过对现有文献的查询、整理及分析,本文进行了以下主要工作:1、对目前有限元模拟分析方法进行了总结,并系统的介绍了有限元软件ADINA和ANSYS在钢筋混凝土组合结构中应用。2、系统的介绍了钢筋混凝土构件的材料性能以及钢筋混凝土非线性分析的主要数学模型。3、利用ANSYS和ADINA软件对简支梁进行了对比模拟分析。4、利用ANSYS分析软件,进行了7根轴心受压钢骨-方钢管混凝土短柱的模拟试验研究,研究表明钢骨的存在大大加强了柱子的延性。5、利用ANSYS分析软件,进行了2根轴心受压钢骨-方钢管混凝土受弯构件的模拟试验研究。

Based on the research production, with three prestressed concrete hollow slabs from the bridge in active service for ten years, this essay studies the ultimate bearing power ,the load-bearing failure mechanism and structure reenforcement measures influence on them, through examination of each performance index, failing load test, theoretical analysis and computing research work.

对预应力混凝土桥梁结构在使用中存在的问题及国内外相关研究发展水平进行了综述,指出目前对旧桥预应力混凝土空心板实际极限承载能力进行相关研究的必要性及其重大意义; 2、对旧桥预应力混凝土空心板的混凝土强度、碳化深度、预应力筋的锈蚀状况以及裂缝状况的检测评定; 3、通过破坏荷载试验,对损伤旧桥预应力混凝土空心板的受力性能进行试验评定; 4、采用在桥面做混凝土叠合层的加固措施,通过破坏荷载试验对加固后的旧桥预应力混凝土空心板的受力性能进行评定; 5、提出在役旧桥预应力混凝土空心板的维护、加固和使用建议。

Based on researching the shaft bearing replacer, this paper built the models of electromagnetic field and vortex density in bearing race snap being induction heating.

在研究轴承内环感应拆装的基础上,建立了感应加热过程中工件内电磁场和涡流分布的基本方程。

A hysteretic-friction base isolation bearing is presented, and the tests of hysteretic restoring force characteristics of the bearing are carried out in this paper.

本文给出了滞变-摩擦基底隔震支座,并对这种隔震支座进行了滞变恢复力特性的试验。

A deep beam model is developed to simulate load-bearing wall structure which is perpendicular to the edge of excavation, rigorous solution is derived to find the deformation rule of load-bearing wall, Assuming the position of neutral axis at the lower edge of the beam, the restraint effect of foundation and soil can be considered. Damage rule of the wall under the effect of settlement and horizontal extension are discussed.

将垂直于基坑的承重墙结构简化为深梁模型,通过调整深梁中性轴位置来考虑建筑物与地基的共同作用,通过调整E/G的值来考虑砌体材料的各向异性及门门窗开洞情况,用解析法推导了建筑物的变形规律,研究了建筑物在水平拉伸与沉降共同作用下破坏规律。

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推荐网络例句

He paid $5,000 for this cupcake.

他我这个纸杯蛋糕花了5000美元。

I mean, if you want to, that is

我的意思是,如果你们想吃的话。

In addition to his fee, he would be awarded an unaltered clone of himself.

除了费用,他将获得一个不作任何改造的克隆体。