設計強度 的英文怎麼說

中文拼音 [shèjìqiángdù]
設計強度 英文
design strength
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 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...
  • 強 : 強形容詞（強硬不屈;固執） stubborn; unyielding
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. Finally, the mixture ratio design of recycled concrete and some numeration mixture ratios of different strengths are suggested for practical application

    最後，提出再生混凝土配合比設計並建議了幾種設計強度的再生混凝土計算配合比，為實際工程應用作參考。
  2. Beefed - up design

    加強的設計強度
  3. Yingxian ancient wooden pagoda is a flat - form tall building, which was formed by the superposition of monolayer temples. the height of 67. 31 meters made it encountered two unprecedented puzzles : firstly, with the height increased whopping, wind resisting and aseismatic capability become the main question of the whole structure ; secondly, because of the weight increased unconventionally, members of the lower 1 ~ 3 floors hold overloading perpendicular to grain and they brought large vertical deformation

    相對於一般殿堂結構，高度和自重的成倍增加，使木塔遇到前所未有的兩項難題:其一是因自重增加，使承受上層柱軸向荷載的梁（普拍枋和梁? ）橫紋局壓應力成倍地超過設計強度而產生嚴重的壓縮變形甚至劈裂，導致木塔整體豎向變位。
  4. The design strength of the new concrete is c40, which adopts 525 # common portland cement, the sand is middle wide river - sand, the radius of coarse aggregate is 10 - 30mm. the surfaces of the old concrete which are harnessed are divided into i, ii, iii three type faces

    Znfl ， ao新混凝土設計強度等級選用c40 ，採用525 』普通硅酸鹽水泥，砂是中粗河砂，粗骨料的粒徑為川30mm 。老混凝土表面處理后的表面分為1型面、 11型面、 ill型面三種類型。
  5. In the mode using constant rate water pump, pumps are put to run atfull capacity in all operation cycles, with no means for water flow rateregulation attached, incurring significant waste of electric power

    高位水箱造價較高，並且需要增加樓房的設計強度，增加了投資成本。恆速泵打水總是滿負荷運轉，不能根據用水量的多少調整泵流量，因此浪費電能。
  6. Industrial valves - shell design strength - part 1 : tabulation method for steel valve shells ; german version en 12516 - 1 : 2005

    工業用閥.外殼設計強度.第1部分:鋼閥外殼用造表方法
  7. This butch of beams use 525 # common portland cement, the water - cement ratio is 0. 53, the design strength is c35. lt is cut apart to 150x 150x 150mm3 cube with cutter

    該批混凝土梁採用525 』普通硅酸鹽水泥，水灰比為0 53 ，設計強度為c35 。用切割機切成150x150x150mm 』的立方體，測得其立方體抗壓強度為41
  8. In engineering construction, the unbonded tendons can be laid within moulding board like non - prestressed steel according to the designing requirements and can be tensioned and anchored when the concrete reaches designing strength

    在施工時，無粘結筋可如同非預應力鋼筋一樣，按設計要求鋪放在模板內，待混凝土達到設計強度要求后，再張拉錨固。
  9. Second, according to conceive to design and process model. third, do the experiment to decide the design strength and maximum load. at last, the author through the ansys to analyses the model and accomplishes the research of the joints " real properties such as the force and deformation

    然後根據設想設計、加工模具，再進行設計強度和極限承載能力試驗，最後用ansys對其進行建模和有限元分析，從而達到研究節點的實際工作特性，包括內力分佈、變形等方面，以利於實際工程中節點的使用安全。
  10. Valves - shell design strength - experimental method

    閥門.外殼設計強度.實驗方法
  11. Valves - shell design strength - part 3 : experimental method

    閥門.外殼設計強度.第3部分:實驗方法
  12. Designing intensity structure

    設計強度與結構
  13. Industrial valves - shell design strength - tabulation method for steel valve shells

    工業閥門.外殼設計強度.鋼制閥門外殼的列表法
  14. Industrial vales - shell design strength - calculation method for steel valve shells

    工業閥門.外殼設計強度.鋼制閥門外殼的計算方法
  15. Industrial valves - shell design strength - part 1 : tabulation method for steel valve shells

    工業用閥.外殼設計強度.第1部分:鋼閥外殼的列表方法
  16. Industrial valves - shell design strength - part 2 : calculation methods for steel valve shells

    工業用閥.外殼設計強度.第2部分:鋼閥外殼的計算方法
  17. Industrial valves - shell design strength - part 2 : calculation method for steel valve shells ; german version en 12516 - 2 : 2004

    工業用閥.外殼設計強度.第2部分:鋼閥外殼的計算方法
  18. This thesis suitably solve the problem of stress distributions between the concrete parts with different strength classes under tlie partially comprossion by regarding the do. design strength as t. he calculate strength in enlarging parts, and the tested strength as the calculate strength of the exlsting conerete

    本論文以設計強度作為加固部分計算強度，以實測強度作為舊橋砼的計算強度，合理解決了計算偏心受壓條件下不同強度砼共同作用下的各項應力。
  19. According to calculating and analysis, educes the distributing laws and their correlations of horizontal displacement and stress of stabilizing pile, anchor pull and earth press in two sides of pile, including the distributing of point repel force and internal force of pile at the terminal state, providing full theoretical basis for anchor cable and stabilizing pile structure design, strength check, stability check and determination of anti - slide force for a single stabilizing pile

    通過計算分析，得出了抗滑樁的水平位移、樁身應力、錨索拉力和樁側土壓力的分佈規律和它們之間的相互關系以及極限狀態時的樁的結點抗力和樁的內力分佈規律，為錨索樁的結構設計、強度校核、穩定性校核和單樁抗滑力的確定提供了充分的理論依據，同時也提出了錨索抗滑樁計算分析的一種新方法。
  20. The study result that there is slightly stress concentrated in the aera of the dam which with opened hollow and pier added. by the tension stress is more over the design intension, we need more reinforcement to resisted the stress

    結果表明在孔口和閘墩附近出現了程度不太嚴重的應力集中現象，但拉應力超出抗拉設計強度較多，有必要採取配筋等措施來抵抗動力作用下的拉應力。
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