张拉力的英文

• stretching force

• "张"英文翻译    fix; string
• "拉力"英文翻译    pulling; pulling force; thru ...
• "张拉力强度" 英文翻译 :    strength of extension
• "破裂性张拉力" 英文翻译 :    bursting tension
• "拉力试验 张拉试验" 英文翻译 :    pullingtest
• "张拉" 英文翻译 :    drawing; electric-heat prestressing; jacking; tensioning
• "拉力" 英文翻译 :    pulling; pulling force; thrust; traction; tension◇拉力表 draw-bar [pull] dynamometer; 拉力测定仪 [造纸] instron tensile strength tester; 拉力测力计 tension dynamometer; 拉力杆 stayed mast; tension bar; 拉力练习 [体 ] pulley exercise; 拉力器 chest-developer; chest-expander; 拉力千斤顶 pulling jack; 拉力试验 tensile test; pull test; pulling test; tension test; 拉力弹簧 tension spring; draught spring; 拉力仪 tensiometer
• "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
• "张拉器" 英文翻译 :    tensioner
• "张拉区" 英文翻译 :    stressing area; stretched zone
• "张拉索" 英文翻译 :    stretching rope
• "张拉台" 英文翻译 :    stretching bed
• "拉力，拉力强度" 英文翻译 :    pull strength
• "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

• Inside and outside full use membranous material pulling force and thin film gas differential pressure manufacture toy
  充分的利用薄膜材料的张拉力和薄膜内外的气压差制造的玩具。
• Though in the aspects of the tensile inclined cable forces solution during the construction states have been studied a lot in foreign country and home , there are also many actual problems and lack of an integrated method to solve
  虽然在确定斜拉桥的施工张拉力方面国内外已有不少研究成果，但在实际的应用中仍存在许多问题，缺乏完整求解的方法。
• Applying a spatial nonlinear fem modeling , the actual cantilever construction process of the cable - stayed bridge concrete girders was simulated , the tension forces of cables and the initialize heights of girders during construction are obtained respectively
  运用空间非线性有限元分析模型，模拟了混凝土斜拉桥主梁的悬臂浇筑过程，求出各施工阶段斜拉索的初始张拉力和主梁节段的立模标高。
• According to optimization theory , one math model was made with the aim to the minimization of the maximal stress and error between design cable stresses and calculation value , subjected to the top displacement of tower , and then one algorithm for realizing the construction cable stresses is gained
  斜拉桥施工张拉力的正确确定是实现成桥目标的首要任务，本文按照优化理论，以桥梁结构的最大应力最小及成桥索力和设计索力差值最小为目标函数，并以塔顶位移为控制条件，得出实现斜拉桥施工初张力的算法。
• Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station , the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place . it also considered possible diversified combination of loading , and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison . as a result , it vastly improved burdening state of pier . by analysis of 3 - d finite element method , it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support , and the displacement result in diversified loading combination . those results gained the instructive and reference value in design of prestressed pier
  本文结合黄河小峡水电站泄洪闸预应力闸墩这一工程实践，采用国际上已成熟的有限元方法，合理地建立了预应力闸墩的三维有限元模型，该模型可方便地按预应力锚索的点位施加锚索预张拉力，考虑了可能发生的多种荷载工况组合，并与无预应力闸墩结构进行了对比分析研究，指出其预应力效果是明显的，可以大大改善闸墩结构的受力状态，通过三维有限元分析，还得到了胸墙简支、固端不同情况下的应力成果和各荷载下的位移成果，这些成果的取得对预应力闸墩的设计具有一定的指导和参考价值。
• Self - erection system is applied to construction of most of modern large span concrete bridges . in the process of construction , cantilever beam is changing continuously because of the gravity of concrete , the stretching force , the load and temperature variation etc . in order to ensure that two cantilevers constructing opposite can normally close up and that the bridge linearity can accord with design , flexibility deformation has to be monitored
  现代大跨度混凝土桥梁多采用自架设体系施工，在混凝土自重、张拉力、桥面荷载、温度变化等的作用下，悬臂梁体处于不断的变化之中，为保证对向施工的两端悬臂能正常合拢和控制成桥线形符合设计要求，需要对施工过程中的挠度变形进行监测。
• The rational cable force under dead load of gonghe bridge is calculated by the least bending strain energy method 2 . cable force controlled methords are introduced . the initial construction cable force of gonghe cable - stayed bridge are calculated by trial methord based on anvance analysis 3
  介绍了斜拉桥施工中常用的施工控制方法及相应的索力控制方法，分析了公和桥施工中所采用的“二次张拉到位”的索力控制方法的特点和优点，通过基于正装分析的试算方法得出公和桥施工中拉索的初始张拉力。
• The article structure the landslide prevention and cure , the structure of prestress anchors and its application in detail . basing on the geology condition of fabricating yard , we calculate the solid power and the length of anchor rope . we have worked out the experiment research scheme , and has carried on the earlier stage experiment , field demarcation experiment and has opened pulling the experiment on the spot . ten teams of steel rope to two teams of structure types twist the experimental data that thread internal stress and the total pulling force has been in progress research , and has put forward raising the measure of solid capability of prestress anchor and administering possessing
  本文以川藏公路滑坡路段为研究对象，对滑坡的治理、预应力锚索的结构、作用及其在滑坡防治中的应用进行了详细的分析；基于施工现场的地质条件，对锚索锚固力及锚索最佳锚固段长度进行了理论计算；制定了实验研究方案，进行了前期实验、现场标定实验、实地张拉实验；对两组结构型式的十组钢绞线内应力及总张拉力的实验数据进行了研究，提出了提高预应力锚索锚固性能的措施，以及具体的施工方案和施工工艺。