鋼筋計 的英文怎麼說

中文拼音 [gāngjīnjì]
鋼筋計 英文
re-bar stress meter
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 筋 : 名詞1 （肌的舊稱） muscle2 [口語] （肌腱或骨頭的韌帶） tendon; sinew 3 [口語] （可以看見的皮下靜...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 鋼筋 : concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing ste...
  1. Aseismatic strengthening of reinforced concrete short column with steel plate hoops

    鋼筋混凝土短柱利用外包鋼板箍抗震加固的設計
  2. The designer chooses the layout of reinforcement.

    設計者選擇鋼筋布置。
  3. Calculation of eccentric compression member with ring section in non - uniform reinforcement

    鋼筋混凝土小偏心受壓構件對稱配筋截面設計
  4. There is no relavant content in corbels in steel fiber reinforced concrete regulations of structural design and construction ( cecs38 : 92 ). accordingly the design of steel fiber reinforced corbels does not have any regulations to follow

    國內現行的《鋼纖維混凝土結構設計與施工規程》 （ cecs38 ： 92 ）也沒有相關的內容，使得鋼筋鋼纖維混凝土牛腿的設計無章可循。
  5. Thus the use of steel fiber reinforcement concrete in corbel can avoid complicated calculating in design, and the diminish difficulty of construction, at the same time when corbel ' s dimension can not be increased the reinforcement concrete corbel ' s ultimate load capacity and anti - seismic performance can be improved by the addition steel fiber into concrete. this method has become a kind of applied method and is highly concerned by the domestic and international academe and engineer group

    因此，在配筋密集的牛腿中使用鋼纖維混凝土可以避免設計時繁雜的配筋計算、減小施工難度，同時在牛腿截面尺寸不能增大的情況下，可以通過加入鋼纖維來提高鋼筋混凝土牛腿的承載力和抗震性能，用鋼纖維加入鋼筋混凝土牛腿已成為一種實用方法受到了國內外學術界和工程界的極大關注。
  6. Additional crosswise reinforceing steel in reinforced concrete beams of indirect loading

    梁在間接加載情況下附加橫向鋼筋設計探討
  7. When reinforced concrete upper structure - piled raft - subsoil system is studied, every part of this system is looked upon homogeneous discrete space. accofding to static equivalent principle, equivalent node loads are calculated, and load embattle is integrated with element equivalent node force and directly bearing load

    在分析時，本文將鋼筋混凝土上部結構和地基、基礎的研究問題視為各向同性空間問題，且按靜力等效原則計算等效節點荷載，荷載列陣由單元等效結點力和直接作用於單元結點上結點荷載集成而得。
  8. 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。
  9. In this paper the energy dissipation mechanism and anti - earthquake ductility design of ferroconcrete frame structure are expounded mainly

    文章主要闡述了鋼筋混凝土框架結構的耗能機理和抗震延性設計的方法。
  10. Because groundwork adopting ferroconcrete structure is chosen in advance, drive error of theodolite working on it is very little and can be ignored

    由於地基是事先選好的，多採取鋼筋混凝土結構，經緯儀藉助于地基環固定在地面上，工作時帶動誤差非常小，可忽略不計。
  11. In order to use structure ' s ability of elastic - plastic deformation to consume the earthquake energy, decrease the reaction in the earthquake, ferroconcrete frame structure should be designed into ductile one

    為了利用結構的彈塑性變形能力耗散地震能量，減輕地震作用下結構的反應，應將鋼筋混凝土框架結構設計成延性框架結構。
  12. Problems and analyses in designing rc floor slabs

    鋼筋混凝土樓板設計中常見的問題及分析
  13. 5. according to the foresaid means of assessment, applying the principle of three - rated precaution and twice designs, i develop the procedure of anti - seism, which strengthens the reinforced concrete bridge with carbon fiber

    5 、根據以上的評估方法及加固理論，運用三級設防、兩次設計原則，開發碳纖維加固鋼筋混凝土橋梁的應用程序。
  14. Based on the project imbrued especially by hunan province construction office, the study of this paper includes four parts as follows : the first part does some simplify on the characters of the rc material under high temperature. after transferring the rc section under fire to equivalent one at normal temperature based on the stiffness and intensity equivalent, the rc members under fire can be calculated as ones at normal temperature

    主要研究內容如下: （ 1 ）基於剛度等效或強度等效原則，根據截面各點材料力學性能的退化，把受火鋼筋混凝土非均勻截面等效成常溫下的鋼筋混凝土截面，使得高溫下構件剛度和強度的計算可按常溫下的計算理論進行。
  15. Abstract : considering the action of soil lateral compression on the single base with short column and the research result of the piles, the calculation to the effect of soil lateral compression on the base is put forward. according to the calculation results, the design method of the single base with short column considering the soil lateral compression is given. it ' s apparent that the design method here can save concrete and reinforcement compaired with the one without considering the lateral action of soil

    文摘:考慮土壤側壓力對帶短柱獨立基礎的作用，基於對樁的研究結果，提出土壤側壓力及對基礎受力影響的計算，根據分析計算結果提出了考慮土壤側壓力作用的帶短柱獨立基礎的設計方法，顯然這一計算方法較未考慮土壤側壓力作用的計算方法合理並能節約砼及鋼筋
  16. The capacity of normal section for high - strength concrete members

    鋼筋混凝土矩形空心截面偏心受壓構件正截面承載力計算
  17. Limit state design of normal section bearing capacity of bending members with frp bars

    鋼筋混凝土偏心受壓構件正截面承載力的迭代計演算法
  18. Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design

    分別採用分層組合式有限元和宏觀有限元分析方法，編寫了2種鋼筋混凝土中高帶邊框柱剪力墻結構的彈塑性有限元分析程序，同時利用上述2種分析程序，研究了模型結構的破壞形態、塑性鉸的分佈、承載力、位移及延性性能等特性，探討了這類結構在地震作用下的破壞全過程與破壞機理，得到其主要受力特性和抗震性能的一般規律，所得結果與試驗值吻合較好，表明上述2種程序分析結果的精度均可滿足實際工程的設計要求，因此可用於這類結構的抗震性能分析與設計。
  19. Specification for design of reinforced concrete shell structures

    鋼筋混凝土薄殼結構設計規程
  20. Unbonded elastic wire resistance type reinforced concrete meter

    差動電阻式鋼筋計
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