At last, it puts forward the main point for determining enterprise management mode from the aspects such as the management span, organization level and authority conferment etc.
最后从企业的管理跨度、组织层次和职权授于等方面提出确定企业管理模式的要点。
This method makes it possible to change the drilling work mode, span terrain barrier, breakthrough the limitation of time and implement distance drilling based on network cooperative work.
利用该方法，将能够从根本上改变以往的钻井工作模式，跨越地域屏障、突破时空界限，实现远程钻井的网上会战。
This paper analysed the management span, management mode and organization structure and then put forward the organizing mode of actualization items and responsibilities of item managers.
对管理跨度、管理模式和组织结构进行了分析，提出了实施项目的组织方式和项目经验的职责。
At last, it puts forward the main point for determining enterprise management mode from the aspects such as the management span, organization level.
最后从企业的管理跨度、组织层次和职权授于等方面提出确定企业管理模式的要点。
Some useful conclusions will be gained by comparing the span, section format, slab highness and construction mode of rein-forced concrete continued slab bridge.
通过对钢筋混凝土连续板桥的跨径、截面形式、梁高、施工方式的比较，得出一些有用的结论。
An elaborate method is developed to analyze equivalent static wind loading (ESWL) of large span roofs, in order to cope with the problem of multi-mode vibration of these structures.
针对大跨度屋盖结构多振型参与振动的特点，提出了一套确定该类结构等效静力风荷载的精细化方法。
The shear span ratio can affect the failure mode of RC beams strengthened with GFRP sheets. A theoretical model for flexural behavior of the strengthened RC beam is also developed.
剪跨比对加固梁的破坏形态有影响。根据不同的破坏模式，提出了抗弯承载力计算方法。
The results show that the method is effective to study the wind-induced response and ESWL of large span roofs, by taking into account of multi-mode vibration of the structures.
结果表明本文方法能够有效地分析大跨度屋盖结构的风振响应和等效静力风荷载，能够解决大跨度屋盖结构中多振型参与振动这一主要问题。
Therefore, researching the mechanism of the fluorescent lamp so to find another start-up mode to reduce the waste of the electric powder on the electrode may improve the fluorescent lamp's life-span.
因此，研究荧光灯启动机理并寻找能降低其电极上电子粉损耗的其它启动方式，是提高荧光灯寿命的一项重要研究工作。
The mode energy participation factor and the cumulated factor are presented in order to identify the dominant modes of fluctuating wind-induced response for a large-span roof.
为了选取大跨屋盖结构脉动风振响应的主导振型，提出了振型能量参与系数及其累积参与系数的计算方法。
With applications to a three-span continuous beam bridge, the comparative of some methods of mode shape expansion and updating is researched.
针对某三跨连续梁桥，对几种振型扩展与修正的方法进行了比较研究。
Authors presented a finite element (FE) model and frequency analysis method for analyzing 3-d full-mode flutter of long-span Bridges using ANSYS software.
提出了一种在ANSYS中直接分析大跨桥梁三维全模态颤振的有限元模型和频域方法。
Study on the buckling mode and ultimate(bearing) capacity is made under different conditions such as height-span-ration, loading and boundary condition.
分别讨论了在不同矢跨比、不同荷载作用、不同边界条件下组合肋壳的极限承载力和失稳形态。
Study on the buckling mode and ultimate(bearing) capacity is made under different conditions such as height-span-ration, loading and boundary condition.
分别讨论了在不同矢跨比、不同荷载作用、不同边界条件下组合肋壳的极限承载力和失稳形态。
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