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lattice相关的网络例句

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与 lattice 相关的网络例句 [注:此内容来源于网络,仅供参考]

But till now there isn' t a proper calculated model for prestressed anchor-cable and lattice beam' s design.

但到目前为止,对预应力锚索格构梁的设计计算还没有提出一个合理的计算模型。

A feed comes in a set length and is lighter than a lattice or steel beam type of mast.

填料时间很长,比网格梁或钢梁型的桅杆更轻。

The conclusions that the thesis achievements have important meanings for the design calculation of the complex structure of prestressed anchor-rope and lattice beam in engineering, and they also have certain reference value when study deeply on the action mechanism of this complex structure.

文中所获得的结论,对工程中的预应力锚索格构梁复合结构的设计计算具有重要意义,对于深入研究预应力锚索格构梁复合结构的作用机理,也具有一定的参考价值。

Designtheory of RC lattice beam is studied by analytic solution of the beam on Winklerelastic foundation quantificationally.

2提出了格构锚固结构的力学模型,利用Winkler弹性地基梁上的解析解定量研究了钢筋砼格构梁的设计理论及各参数的优化取值。

It is composed of anchor-rope and lattice beam. This complex structure can utilize the latent energy of soil and rock mass, and generate powerful supporting action. Because of its simple structure and light self-weight as well as saving in materials, it has better economic technical value.

该结构由锚索和格构梁共同组成,这种复合结构能充分挖掘岩土体的自身潜力,并产生强大的支护作用,加之其结构简单,自重较轻,节省材料,有良好的经济技术价值。

The complex structure of prestressed anchor-rope and lattice beam is a kind of active protective system which is wild used on slope protection as well as landslide disposing at recent years.

预应力锚索格构梁复合结构是一种近年来广泛用于边坡支挡和滑坡治理等方面的主动防护体系。

Through comparing the calculated values with experimented results, the research result indicates that the actual situation of the lattice beam can be well reflected by using two stages Moreover, the simplified foundation pressure is of benefit to the hand labor calculation.

通过对比分析理论计算最大值、采用简化的地基反力计算值和实测值,结果表明采用两阶段设计能较好地反应格构梁的实际受力情况,且设计安全,而简化的地基反力为手工计算带来了方便。

So we can analyse the stability of lattice structure as solid web beam without change its geometry dimension. The out-of-plane stability of bending beam, which is made up with 2 beams and loaded by non-directional force, is studied.

对两节梁组成的弯曲梁在非保向力作用下的平面外失稳问题进行了研究,通过建立每节梁临界状态下弯曲和扭转变形微分方程,根据杆件变形的边界条件以及杆件之间的变形协调关系,得出了一端固定一端悬臂的弯曲梁在非保向力作用下平面外失稳的特征方程。

We describe the experiment of an ordinary process, including the setup , crystal lattice constant and beam structure, the relationship with the wavelength of the laser, how to choose the light source and the polymer.

对一般激光全息光聚合制作二维周期结构进行了实验描述,包括:实验光路,晶格常数与光束构型、激光波长的关系,光源与光聚合材料该如何具体选择等。

On the basis of stability analysis, the author takes the K27+825 slope from the type of slope which has lest stability as an example. According to its basic feature, the design ueses the choosed best reinforce and control scheme: lattice beam, anchor wire, grouting and abstraction of water. In the course of design, the author takes into account not only reasonable optimize of whole control plan but also local measure such as whether the unstable block will shear from vnlnerable sections when control plan is laid out concretely, in order to reach the goal of reasonable design and effective control.

在稳定性分析的基础上,以边坡稳定性最差的一类中的K27+825边坡为例,结合其自身的特点,用优选出的加固防治方案:框架梁+锚索斗灌浆+排水进行设计,设计中既考虑总体防治方案的合理优化,又充分考虑了加固工程的具体布置时是否存在不稳定体从锚索或框架梁的薄弱部位剪出的可能性等一些细部措施,以达到合理设计,有效及经济治理的目的。

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