預應力法 的英文怎麼說

中文拼音 [yùyīnglìfǎ]
預應力法 英文
electrothermal pre tensioning
  • 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 法 : Ⅰ名詞1 （由國家制定或認可的行為規則的總稱） law 2 （方法; 方式） way; method; mode; means 3 （標...
  1. To the particular case under the small eccentricity compression, the method that the angle irons are strengthened on two - sides, but pre - stress is only put one side, can be adopted firstly

    對于較小偏心的特殊情況，宜採用雙側角鋼，單側施加預應力的方法。
  2. To study the flexural behavior, ultimate bearing state and laws of internal force redistribution of prestressed concrete continuous beams cast by different construction methods, the model tests for three pieces of the continuous beams were carride out, in which three kinds of the construction methods, such as those of lowering formwork supports at one time, transferring simply - supported structure into the continuous one and casting the beam by cantilever construction, were considered

    摘要為研究不同施工方法下預應力混凝土連續梁的彎曲性能、極限受力狀態及內力重分佈規律，進行了3根連續梁模型試驗，分別考慮一次落架、簡支變連續和懸臂施工3種施工方法。
  3. Considering to the continuous rigid - frame bridge construction characteristic, putting forward the idea of reverse to optimize prestressed steel. according to different construction phases, the paper gets the formual of the cantalever phase, join two section of a bridge phase and the vertical prestressed steel, and works out corresponding program

    考慮大跨徑預應力混凝土連續（剛構）橋施工的特點，提出了基於倒裝方法的預應力靜定束、合龍束以及豎向束的優化設計理論，並編制了相應的計算程序。
  4. Catenary cable element method for prestressed cable structures

    預應力索結構中的懸鏈線索單元法
  5. Finally, considering the request of the gfrp bars reinforced furan resin concrete electrobath, we designed the structure of the electrobath and use finite element method to analyse it. in the process, pre - stress also was considered. the result of use in practice indicate the properties of gfrp bars can meet the request of electrobath structure

    最後結合玻璃鋼筋呋喃樹脂混凝土電解槽的設計與開發，對電解槽的配筋布置、結構尺寸進行了設計，用有限元方法對電解槽的整體結構進行了計算分析，並考慮了玻璃鋼筋預應力的影響，其設計計算結果已在玻璃鋼筋呋喃樹脂混凝土電解槽的實際生產中得到了應用，且使用情況良好。
  6. The prestress and harmonic response analysis method is used to study the unbalance response of a turbo - generator rotor and the displacement - frequency curve at a point of the rotor as well as the sress and strain at an appointed frequency are provided

    摘要利用預應力及諧響應分析的方法研究了轉子的不平衡響應，得出在某頻率范圍內，轉子在指定點處位移對頻率的響應曲線以及在指定頻率處，整個轉子上的應力、應變響應的影響等。
  7. Stability calculation methods for grillage supporting structure with prestressed anchor and its application

    框架預應力錨桿邊坡支護結構穩定性計算方法及其應用
  8. Grout for prestressing tendons. test methods

    預應力鋼筋混凝土構件用泥漿.試驗方法
  9. An interfacial pullout model for hooked fiber in cementitious materials

    預應力混凝土壓力管道設計方法
  10. Hollow concrete plats construction with post - tension pre - stress method

    后張法預應力空心板梁施工
  11. The study and outlook on rotor dynamics based on prestress method

    基於預應力法的轉子動力學研究及其展望
  12. Technical analysis of reinforcing old bridge with pre - stress method

    預應力法加固舊橋的技術分析
  13. First, the author carried out static experiment on the 1 : 1 model of fixed support beam strengthed by external prestressing and by bonding steel plate

    首先，進行了1 1模型的體外預應力法和粘鋼法加固固端支座梁的靜載試驗。
  14. The formula is suitable for most engineering cast which consist of three disposal styles of tension rod - level tension rod, one break point strut - framed tension rod, two break points strut - framed tesion rod, and consider the boundary condition ' s effect on the strengthening. its application also is convenience

    此公式包容了現今預應力法加固工程中多採用的三種拉桿布置型式? ?水平式拉桿、下撐式一折點拉桿、下撐式兩折點拉桿，並考慮到邊界條件對加固所產生的影響，具有簡便易用，適用面廣的特點。
  15. When introducing simply the strengthening methods in the country at present, the method of prestressed strengthening was discussed with emphasis in the application of the structure strengthening

    本文在簡要介紹目前國內加固方法的同時，重點論述了預應力法在結構加固中的應用。
  16. The strengthening by prestressing may resolve the above - mentioned problems. in this way, unloading and strengthening can be achieved synchronously and strain lagging can be cleared up partly or fully

    預應力法加固可以使上述問題得到較好解決，它可以實現卸載和加固同步進行，部分或全部消除二次受力所引起的應變滯后現象。
  17. These results demonstrate that the effect of improving the bearing load of structure is very good by strengthening the member of eccentricity compression under pre - stress. the ultimate bearing capacity of strengthened column is closely related to the eccentricity distance. in the condition of eliminating the lagging strain of angle iron, the magnitude of pre - stress putting on the angle iron has litter impact on the ultimate bearing capacity of structure

    偏心受力構件的有限元計算結果表明：預應力法加固偏心受力構件，其對結構承載力的提高效果顯著；加固柱的最大承載力與柱的偏心距有密切關系；在消除角鋼應變滯后的條件下，對角鋼施加預應力的大小對結構最終承載力無明顯影響。
  18. In this paper, the author study the mechanics performance of reinforced concrete beam strengthened by external prestressing and the contrast against it by bonding steel plate by the means of theoretics and experiment. through this study, the author educes many valuable conclusions and put forward some advices for the design of beam strengthened by external prestressing

    本文採用試驗和理論研究相結合的方法，對採用體外預應力法加固鋼筋混凝土梁進行了較深入的研究，並將其與粘鋼法加固進行對比研究，得出了諸多有價值的結論，並對體外預應力法加固梁設計提出了改進辦法。
  19. The test data demonstrate that the column strengthening by the prestressing force can be removed load and strengthened synchronously and the lagging of strain of the new parts compared that of the old can be cleared up when twice - loaded. the bearing capacity of whole construction is increased remarkably and the material of both the new parts and the old reach ultimate states

    通過試驗數據分析可見，預應力法加固軸心受壓構件可以達到加固與卸載同步進行，使新加部分在二次受力相對于原混凝土的應變滯后現象得到較好的消除，加固后組合構件整體承載力得到顯著提高，新加部分與原構件材料的承載潛力可以達到最大的發揮。
  20. For the sake of grasping completely the performance of component under eccentricity compression by prestressed strengthening method, the eccentricity loading components under the different value of prestressed forces and the change of eccentricity distance were designed in details on basis of the bearing properties of it

    依據偏心軸壓構件的受力特點，為了完全掌握預應力法加固偏心受壓構件的性能，本文對偏心受力構件進行了詳細設計，如預應力的取值變化、偏心距的變化等。
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