您可以通过模板极为高效地定义访问控制设置。
You can define access control settings through templates very efficiently.
饭店的大厅天花板极高，房间很舒适，还有一个不错的餐厅和酒吧。
It had a huge high-ceiling lobby, comfortable rooms, and a nice restaurant and bar.
随着集成电路制造工艺的飞速发展，人们已经可以将原先用各种电路搭建的板极系统集成在一块芯片上。
With the development of semiconductor process technology, nowadays a system on a PCB (Printed Circuit Board) which is composed of several ICs can be integrated into a chip.
研究结果合理解释了顶板极其松软、矿山压力显现且相当剧烈的现象，对国内类似开采条件下的矿压显现规律研究可资参考。
The result reasonably explains the phenomenon that the behavior of ground pressure is very strong even under the very loose roof and can be referred for further studies in similar conditions.
最近几年，一些作者提出了计算平板极限强度的一种简化解析方法。
In recent years several authors have proposed simplified analytical methods to calculate the ultimate strength of unstiffened plates.
生产结果表明，使用拓展的带钢温度模型控制轧制的冷轧薄板极大地提高了板形质量。
The production result indicates that the shape quality of cold strip has been greatly improved with the help of the developed strip temperature model.
现在，研究者已经证明，只需提供第二板极一个亲水的表面，这个过程就能够用于产生能量。
Now the researchers have shown that the same process can be used to generate power, simply by giving the second plate a hydrophilic surface.
在薄板极限情况下，这种厚薄板通用单元自动退化为原来的薄板单元，消除了剪切闭锁现象。
When the plate thickness approaches to the limit of thin plates, the current element degenerates to the thin plate element automatically, so that the shear locking phenomenon will not appear.
堆石坝砼面板极易受其几何尺寸、配筋率及外部环境的影响出现裂缝，从而影响到坝体防渗效果。
Cracks are easily caused by different dimension, reinforcing rate and environment conditions in the facing plates of rock-fill-dams and results in decrease of seepage prevention effect.
煤层顶底板极松软，若支护不及时、强度不够时极易破坏，需对巷道进行整体支护并具有较大的支护强度。
Soft roof and floor of coal seam could be easily damaged while support was not timely and strength was not enough, so overall support was needed for laneway with strong support strength.
但与简支组合板不同的是，连续组合板端部出现滑移后，其极限承载能力明显高于相同跨度简支板极限承载力。
However, the difference is that the continuous composite slab can carry further substantial load even after the shear slip initiation as against the simply supported slab.
但与简支组合板不同的是，连续组合板端部出现滑移后，其极限承载能力明显高于相同跨度简支板极限承载力。
However, the difference is that the continuous composite slab can carry further substantial load even after the shear slip initiation as against the simply supported slab.
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