張拉力英文

• stretching force

• "張" 英文翻譯 :    fix; string
• "拉力" 英文翻譯 :    pulling; pulling force; thru ...
• "張拉力強度" 英文翻譯 :    strength of extension
• "破裂性張拉力" 英文翻譯 :    bursting tension
• "拉力試驗 張拉試驗" 英文翻譯 :    pullingtest
• "張拉" 英文翻譯 :    drawing; electric-heat prestressing; jacking; tensioning
• "拉力" 英文翻譯 :    pulling; pulling force; thrust; traction; tension◇拉力表 draw-bar [pull] dynamometer; 拉力測定儀 [造紙] instron tensile strength tester; 拉力測力計 tension dynamometer; 拉力桿 stayed mast; tension bar; 拉力練習 [體 ] pulley exercise; 拉力器 chest-developer; chest-expander; 拉力千斤頂 pulling jack; 拉力試驗 tensile test; pull test; pulling test; tension test; 拉力彈簧 tension spring; draught spring; 拉力儀 tensiometer
• "后張拉" 英文翻譯 :    post tensioning
• "先張拉" 英文翻譯 :    pretensioning
• "虛張拉" 英文翻譯 :    imaginary tensioning
• "預張拉" 英文翻譯 :    pretension
• "張拉場" 英文翻譯 :    stretching area
• "張拉的" 英文翻譯 :    tensile
• "張拉法" 英文翻譯 :    stretching method
• "張拉輥" 英文翻譯 :    pinch rolls; pinchrolls
• "張拉環" 英文翻譯 :    tension ring
• "張拉拉" 英文翻譯 :    lala zhang
• "張拉器" 英文翻譯 :    tensioner
• "張拉區" 英文翻譯 :    stressing area; stretched zone
• "張拉索" 英文翻譯 :    stretching rope
• "張拉臺" 英文翻譯 :    stretching bed
• "拉力，拉力強度" 英文翻譯 :    pull strength
• "后張拉單元" 英文翻譯 :    post tension unit
• "后張拉鋼筋" 英文翻譯 :    post tensioned steel
• "后張拉結構" 英文翻譯 :    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張拉力和薄膜內外的氣壓差制造的玩具。
• 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
  雖然在確定斜拉橋的施工張拉力方面國內外已有不少研究成果，但在實際的應用中仍存在許多問題，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
  運用空間非線性有限元分析模型，模擬了混凝土斜拉橋主梁的懸臂澆筑過程，求出各施工階段斜拉索的初始張拉力和主梁節段的立模標高。
• 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
  斜拉橋施工張拉力的正確確定是實現成橋目標的首要任務，本文按照優化理論，以橋梁結構的最大應力最小及成橋索力和設計索力差值最小為目標函數，并以塔頂位移為控制條件，得出實現斜拉橋施工初張力的算法。
• 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
  本文結合黃河小峽水電站泄洪閘預應力閘墩這一工程實踐，采用國際上已成熟的有限元方法，合理地建立了預應力閘墩的三維有限元模型，該模型可方便地按預應力錨索的點位施加錨索預張拉力，考慮了可能發生的多種荷載工況組合，并與無預應力閘墩結構進行了對比分析研究，指出其預應力效果是明顯的，可以大大改善閘墩結構的受力狀態，通過三維有限元分析，還得到了胸墻簡支、固端不同情況下的應力成果和各荷載下的位移成果，這些成果的取得對預應力閘墩的設計具有一定的指導和參考價值。
• 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
  現代大跨度混凝土橋梁多采用自架設體系施工，在混凝土自重、張拉力、橋面荷載、溫度變化等的作用下，懸臂梁體處于不斷的變化之中，為保證對向施工的兩端懸臂能正常合攏和控制成橋線形符合設計要求，需要對施工過程中的撓度變形進行監測。
• 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
  介紹了斜拉橋施工中常用的施工控制方法及相應的索力控制方法，分析了公和橋施工中所采用的“二次張拉到位”的索力控制方法的特點和優點，通過基于正裝分析的試算方法得出公和橋施工中拉索的初始張拉力。
• 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為研究對象，對滑坡的治理、預應力錨索的結構、作用及其在滑坡防治中的應用進行了詳細的分析；基于施工現場的地質條件，對錨索錨固力及錨索最佳錨固段長度進行了理論計算；制定了實驗研究方案，進行了前期實驗、現場標定實驗、實地張拉實驗；對兩組結構型式的十組鋼絞線內應力及總張拉力的實驗數據進行了研究，提出了提高預應力錨索錨固性能的措施，以及具體的施工方案和施工工藝。