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截面法的英文

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"截面法"怎么读用"截面法"造句

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  • method of sections

例句与用法

  • A brief calculation method to the consolidation beam design was given by using section increment
    给出了利用加大截面法对钢筋混凝土梁进行加固设计的一种简化计算方法。
  • It includes : the method of curves of cross sections through cc route and the method of curves of cross sections through cl route
    截面线法是生成刀具轨迹的方法之一。它包括cc路径截面线法和cl路径截面法
  • Enlarging section and sticking carbon fibre sheet methods are used to reinforce and repair the frames , poles , girder and board of the concrete structure in the coal transfer station
    摘要分别采用加大截面法和粘贴碳纤维布法对某氮肥厂煤炭转运站混凝土结构的框架柱和梁、板进行了加固修复。
  • By applying enlarging section method , making up for shortage of engineering quality , reducing the economic loss and making the structural function of building satisfy original design requisition
    通过加大截面法加固技术的运用,有效地弥补了工程质量缺陷带来的遗憾,减少了经济损失,较好地保证了建筑结构功能原设计的要求。
  • The paper introduced method of specific construction about enlarging section method and technical measures and brought up some suggestions in face of correlated safeguard measurement and quality controlling in process of construction
    摘要介绍了加大截面法加固技术的具体施工方法、技术措施,并就施工过程中相关保障措施、质量控制等问题提出了建议。
  • For offstandard double circular - arc gears , calculate its shape coefficient using its basis parameters of shape . so we can design universal double circular - arc gears . this paper designed the subroutine program of chart and parameter table
    对非标准的双圆弧齿轮,通过基本的齿形参数,用折截面法计算得出它的齿形系数,从而可以实现通用的双圆弧齿轮的设计。
  • The results from the elastic method and the elasto - plastic method presented in the paper agree better with test results than those from changing - section method and simple plastic method , and it is more superior in calculating the resistance to shear for the proposed methods
    用本文提出的组合梁弹性计算方法和弹塑性计算方法比换算截面法和简化塑性法算出的结果与试验结果吻合更好,在抗剪承载力的计算上本文理论更显优越。
  • For meeting the related nantional standards and avoiding demolishment of the building , the underpinning and strengthening methods are used , with which the loads of center column are underpined by the diagonal steel strut and the cross - sectional areas of side pillar are strengthened , both ends of shear wall are chiseled in turn and then concrete is poured again
    通过采用斜向钢支撑荷载转移法实现对中柱的托换,采用剪力墙两端分批凿除后再浇捣实现对剪力墙的托换,采用增加截面法对边柱进行加固,使建筑物经托换和加固后能满足国家有关规范的要求。
  • The methods of modificatory lattice cross - section and equivalent circular cfst cross - section for calculating the maximum load of dumbbell cfst columns with eccentric loading were presented in this paper . the ultimate strength of 14 specimens were calculated by the two methods were close to experimental results . finally , the two methods were used to calculate the ultimate strength of arch bridge of zhengzhou yellow river highway
    对现有钢管混凝土哑铃形构件极限承载力的计算方法进行了分析,在此基础上,提出了计算钢管混凝土哑铃形构件的偏压极限承载力的修正的格构式截面法和等效截面法,两种算法的计算结果与试验值均吻合较好,最后用这两种算法计算了郑州黄河公路二桥拱肋的极限承载力。
  • Secondly , in order to improve the effective of machining process , for the tool - path planning , this system come up with a way which both tool arm coordinate the movement in the same time , and used the process pattern of move toward opposite side and cutting in row , avoided the cutting tool interference effectively ; for this tool - path this paper use the way of making the cutter contact data by the second development of solidworks , and gained the cutter location data through the interference check
    其次,为了提高磨削效率,在刀具路径规划方面,采用了双刀协调运动、相向走刀加工的加工方式,采取变形的“之”字形走刀模式,从而有效的避免了刀具干涉,提高了加工效率。并针对上述的加工方式,对刀位轨迹生成算法进行了研究,根据机构的特性,基于截面法生成刀具轨迹,通过solidworks的二次开发来获得牙齿模型的三维表面数据,再利用干涉检查生成无干涉刀位点数据。
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