张拉索的英文

• stretching rope

• "张"英文翻译    fix; string
• "拉索"英文翻译    inhaul cable; digging line; ...
• "张拉索接" 英文翻译 :    tensile socket; tensile-socket
• "张拉" 英文翻译 :    drawing; electric-heat prestressing; jacking; tensioning
• "拉索" 英文翻译 :    inhaul cable; digging line; dragline
• "后张拉" 英文翻译 :    post tensioning
• "先张拉" 英文翻译 :    pretensioning
• "虚张拉" 英文翻译 :    imaginary tensioning
• "预张拉" 英文翻译 :    pretension
• "张拉场" 英文翻译 :    stretching area
• "张拉的" 英文翻译 :    tensile
• "张拉法" 英文翻译 :    stretching method
• "张拉辊" 英文翻译 :    pinch rolls; pinchrolls
• "张拉环" 英文翻译 :    tension ring
• "张拉拉" 英文翻译 :    lala zhang
• "张拉力" 英文翻译 :    stretching force
• "张拉器" 英文翻译 :    tensioner
• "张拉区" 英文翻译 :    stressing area; stretched zone
• "张拉台" 英文翻译 :    stretching bed
• "后张拉单元" 英文翻译 :    post tension unit
• "后张拉钢筋" 英文翻译 :    post tensioned steel
• "后张拉结构" 英文翻译 :    post tensioned construction
• "后张拉设备" 英文翻译 :    post-tensioned system
• "环向张拉" 英文翻译 :    circumferential tendon
• "机械张拉" 英文翻译 :    mechanical stretching

• This paper presents a method that the reasonable inclined cable forces during the construction process are determined by the target configuration of girder
  本文提出了以主梁线形为控制目标的斜拉桥施工中张拉索力的确定方法。
• Then the forward calculation is also used to get the tensile cable forces of the construction process to gain a finished bridge state under the control of the former forces
  再以此索力作为正装计算的控制张拉索力，通过正装计算得到一个成桥状态。
• The thought of this method is that beginning with the existing finished bridge state , the backward analysis is used to get the tensile cable forces of the construction process
  该方法的思路是：将已知的成桥状态作为倒拆计算的开始，对斜拉桥进行倒拆分析，从而得到一个倒拆计算中的施工张拉索力。
• Using the least squares method to modulate the inclined cable forces both in forward analysis stage and backward analysis stage , the tensile inclined cable forces during construction will be get finally
  最后采用最小二乘法对正装和倒拆两个步骤中得到的索力进行修正，得到施工中的斜拉索的张拉索力。
• Suspen - dome is a new self - equilibrium space structure , composed of single - layer lattice shell and cable - strut tensile structure . for its novel and beautiful shape , it has a widely practical perspective
  弦支穹顶结构是由上部的单层网壳结构和下部的张拉索杆体系组合而形成的新型自平衡体系，由于其造型新颖、美观，具有非常广阔的工程应用前景。
• The research results demonstrate that the determining method can eliminate errors brought by pivot conditions and selfweight and bending stiffness of the cable and can realize high precision and shortcut testing for the cable on cable - stayed bridge
  研究结果表明：该测试方法能有效地消除支座条件、拉索自重及索抗弯刚度等因素对测力信号的影响，可实现斜拉桥张拉索受力的精确、快捷测量。
• The conclusions are got from the theory analysis and project example calculation in this paper as following : that the three - dimension finite clement model used in calculating the cable forces during the construction will get good results corresponding to the actual solution smoothly
  通过理论分析和实例计算，本文得到以下结论： 1 )把空间有限元单元用于斜拉桥的施工中张拉索力的确定中去，可得到与实际值相吻合的结果。
• The controlling model was built so that the effect on the beam stress , elevation and cable tension which are caused by some important factors such as beam deadweight , cable tension error , temperature , shrinkage and creep of the concrete and so on can be analyzed to make sure how to control these important factors during the construction
  本文通过建立施工控制模型，从理论上分析了各个设计参数对主梁内力、标高以及索力的影响，确定了以梁段自重、张拉索力误差、温度及混凝土收缩徐变等影响因素为重点的控制内容和方法。
• At the finishing of this paper , the effective identification of designing factors is done and the setting elevation and the cable tension force in next stage are forecasted according to the situation of finished beams . through the forecasting , the constructing state is in coincidence with the designing state . during the bridge construction process , the value of designing parameters are made close to the construction state by means of data collections , optimal controls and detailed analysis of different reasons that caused errors
  最后，根据施工的实际状态对设计参数进行了有效的识别，并利用灰色理论与预测控制相结合的方法，根据已浇梁段的实际状况对下一施工梁段的立模标高和斜拉索张拉索力进行预测，使施工过程中的受力状态与已确定的合理施工状态达到一致。