加载

Be responsible for account receivable and account payable

正在加载最新实习生招聘信息。。。

Aituator load system ; optimal sliding mode variable structure control ; reaching law ; integral action ; feedforward control ; attenuation rate

舵机加载系统；最优滑模变结构控制；趋近律；积分策略；前馈控制；衰减度

In this paper, a control method aiming at electric actuator hydraulic loading system is discussed and designed.

本文针对电动舵机动态加载系统的控制策略进行了研究与设计。

This is useful if you run into some kind of error after you installed any particular add-on.

这是非常有用的，如果你遇到了某种形式的错误后，您安装任何特定的加载项。

In the following section, the realization mechanism of memory distribution and bootcode of Microcontroller AT91M40800 is introduced, and the memory distribution file is written in order to define the address mapping relationship of software code and data during loading and running.

在操作系统平台建立之后，文章研究了AT91M40800的内存分配以及启动代码的实现机制，并编写了scatter内存分配文件，以定义本系统软件代码和数据在程序加载和运行过程中的地址映射关系。

Components, who need to be loaded in their own address space, the biggest

组件，谁需要在他们自己的地址空间中加载的，最大的

It is loaded into the client's address space and therefore no proxy/stub is necessary.

这是加载到客户端的地址空间，因此没有代理/存根是必要的。

Successful design of adhesively bonded joints requires an understanding of the mechanics of the joints, knowledge of the geometry and materials of the parts to be joined, the service loads, the environmental conditions and the requirements that exist for inspection of the finished joint.

成功的粘合接头设计需要了解接头的力学知识、几何知识、被粘接部分所用材料的知识、服务加载、环境条件和检查完成的接头存在的要求。

ADX Toys 2 WD is a COM add-in for Microsoft Word that adds the syntax highlighting of the selected source code in the current document.

adx玩具二的WD是一个COM加载在为Microsoft Word加入的语法突出选定的源代码，在当前的文件。

The main factors affecting the soil-structure interface behaviors were found experimentally and theoretically, including: 1 the thickness of the interface that is five to six times the average grain size of the soil; 2 the aeolotropy of interface, which is responsible for anisotropic response of the stress-strain response of the interface; 3 two physical states, including crashing and compression of the soil near the structure surface, which govern the stress-strain response of the interface strongly; 4 two shear deformation components due to sliding and constraint of the structure surface relative to the soil respectively, which forms the deformation of the interface; 5 the volumetric strain due to dilatancy, which is found to be composed of a reversible dilatancy component and an irreversible dilatancy component. 4. A unified constitutive model of the interface, based on new elasto-plasticity damage theory, was developed. It was confirmed to be effective for the conditions considering monotonic and cyclic shearing, coupling effect of shear and volumetric strains, evolution of physical state, micro-structure aeolotropy of the soil and the resulting aeolotropy of the interface as well as the three normal boundary conditions stated above. 5. 2D and 3D finite element formulations of the present model were derived and incorporated into the FEM codes. They were applied to the evaluation of practical engineering problems with different typical interfaces between soil and structure. The new model was shown to be reasonable and effective.

确定了粗粒土与结构接触面厚度约为5～6倍的平均粒径，首次揭示了接触面的细观结构异向性以及由此所引起的宏观剪切异向性，发现了在单调和往返剪切荷载作用下土颗粒破碎和剪切压密两种物态变化机制共同支配着接触面力学性质的变化，通过细观分析证实了接触面的变形可分解为一般同时发生的土与结构交界面上的滑移变形以及结构面位移约束范围之内土体本身的剪切变形两部分，观测到接触面受剪时表现出明显的相对法向位移，并可分解为可逆性和不可逆性两个分量；(4)建立了第一个能够统一地描述单调与往返剪切特性、剪应变与体应变耦合特性、细观结构和宏观剪切异向性以及土颗粒破碎等物态变化特性的土与结构接触面弹塑性损伤本构数学模型，并采用多种法向边界条件复杂加载路径的试验成果验证了新模型的合理性和有效性；(5)提出了新模型的二、三维有限元格式并结合实际边值问题进行了应用计算分析，比较了不同接触面本构模型对计算结果的影响，证实了新模型及其有限元格式不仅能够合理地描述土与结构接触面的主要力学特性，还能够较好地反映土体与结构物在接触面处的滑移、脱开等不连续现象。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。