靜力壓 的英文怎麼說

中文拼音 [jìng]
靜力壓 英文
hydrostatic pressure
  • : Ⅰ形容詞1. (安定不動; 平靜) still; calm; motionless 2. (沒有聲響; 清靜) silent; quiet Ⅱ名詞(姓氏) a surname
  • : 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...
  • : 壓構詞成分。
  1. By optimizing the parameters such as the additive quantity of corn straw fibre, the content of amylum, the dosage of vesicant, the selecting of accessorial material, and the temperature of frothing, the cushion packaging material that has decompounding capability was prepared, and the factors influencing the mechanical strength of this material was analyzed by the method of static compress test

    通過對玉米秸稈纖維添加量、澱粉含量、發泡劑用量、輔料選擇、發泡溫度等參數的優化,實驗制備了具有可降解性能的緩沖包裝材料,並利用縮實驗方法對該材料學強度的影響因素進行了分析。
  2. Variation ratio of dimensional after water rinse, ultimate strength, neps and pile, tearing resistance, bursting strength, joint strength, commissure ' s swerve strength, fabric shift ( slip ), ventilate degree, elasticity ( resilient rate / deformation rate ), anti - water permeability ( hydrostatic pressure ), extension and resilience, abrasive resistance, gets wet the nature, hydroscopicity, stock ' s transverse ductility, fire resistance, antistatic

    水洗尺寸變化率(縮水) ,斷裂強,起毛起球,撕破強,彈子頂破強,脹破強度接縫強,縫口脫開程度,紗線滑移性能(滑脫) ,透氣量,彈性(回復率/變形率) ,抗滲水性() ,延伸及回復性,耐磨性,沾水性,吸水性,襪子橫向延伸,阻燃性能,抗電。
  3. The corbel ' s dimension should be ascertained as the manipulative condition of diagonal section. the amount of longitudinal reinforcement be ascertained on the basis of the flexure model, is obtained according to static for balance condition, the calculative expression of the load is obtained. and in terms of the design method in ultimate state the maximum load

    我國規范對于牛腿的設計規定,牛腿尺寸的確定以斜截面抗裂作為控制條件,縱筋用量的確定以彎破壞模型為基礎,根據平衡條件得到承載的計算公式,按照極限狀態設計方法計算得到,箍筋用量則按照構造要求確定。
  4. About the load, consider the vertical load, when under the action of water, consider the horizontal still water press, the press which erects to the surface of slide, and consider the effect of hydrodynamic load and earthquake. ( 3 ) the software about the frame design, apply the stiffening bar method and elastic foundation method to account the endogen

    對于荷載(或工況) ,考慮了外加垂直荷載;在有水作用的情況下,考慮了水平,垂直滑面的(也叫浮托) ;考慮動水的影響;同時也考慮了地震的影響。
  5. Considering that no phase transition of enstatite with perovslite structure were found during these static high pressure experiments, the consistence of the bulk modulus also supports that the high pressure phase of perovskite structure of enstatite is stability between 50 - 140gpa

    考慮到下的數據是在實驗中未發現頑火輝石高相有相變的情況下得到的。因此,動高實驗數據的一致性支持了在80 ? 140gpa內預火輝石的高相保持穩定的觀點。
  6. This method applies the extended strip theory to establish the nonlinear ship motion equations in regular head seas, obtains stable time course by resolving in time domain, and then pressure vectors will be available. the pressure includes static pressure, incident waves pressure, diffraction pressure, radiation pressure, and wave impact pressure, and changed with instantaneous draft of each intersection

    該方法應用擴展的切片理論建立迎浪規則波中船舶非線性運動方程,通過時域步進求解獲得船舶剛體運動的穩定時歷,進而給出與船體各橫剖面瞬時吃水相對應的變化、入射波、繞射、輻射和波浪沖擊諸分量。
  7. Below the water table at static equilibrium, hydrostatic pressure potential increases with increasing depth.

    態平衡時,在水面以下,隨深度而增加。
  8. The earth's atmosphere is in hydrostatic equilibrium under the combined action of the gravitational attractive force of the earth and the pressure of the gases in the atmosphere.

    地球大氣就處于地球引和大氣中氣體共同作用之下的流體平衡狀態。
  9. Test method for hydrostatic pressure resistance of waterproofing membranes

    防水材料耐的試驗方法
  10. Equipment for water supply service - test methods of hydrostatic pressure

    供水服務設備.的測試方法
  11. Simulated experiments effects of intrathoracic pressure change on hemodynamics model i and ii tests demonstrated that the same itpc had different actions on the simulated ventricular fillings. the itpc would not change the pressure in the simulated right heart but its volume while it changed the pressure in the simulated left heart without direct influencing on its volume

    模擬實驗胸變化對血流動學的影響3第四軍醫大學博士學位答辯論文外周和模擬胸腔變化相同時所引起的右心室容積的變化是相同的;當兩者同時同步變化時,右心室容積無變化。
  12. Objective : to investigate the effect of pumpless portosystemic bypass in clinical piggyback liver transplantation. methods : after catheterized inferior mesenteric vein, the silastic catheter ( filled with heparin saline ) was connected with the catheterized tube of internal jugular vein or subclavian vein in four piggyback liver transplantation patients. the channel was opened after the portal vein was occluded. the portal vein blood poured into the superior vena cava through the pumpless channel. the changes of mesenteric congestion, portal vein pressure, blood pressure and pulse were observed. results : during the occlusion of portal vein, the portal vein pressure was increased greatly, the intestine was congested and swelled obviously and the blood pressure and pulse fluctuated gently. after the pumpless bypass opened, intestinal congestion and swell were abated markedly, the portal pressure, blood pressure and pulse gradually returned to normal range. conclusions : pumpless portosystemic bypass shows a great effect on clinical piggyback liver transplantation. it is a feasible and economical method

    目的探討背駝式原位肝移植術中採用體外門-體脈無泵轉流的臨床效果.方法4例行背駝式原位肝移植患者,腸系膜下脈屬支插管經體外硅膠管(充滿肝素鹽水)與頸內脈或鎖骨下脈插管相接,在阻斷門脈后開通腸系膜下脈插管,門脈血從體外無泵轉流管流入上腔脈,觀察轉流前後腸道瘀血、門、血、脈搏等變化情況.結果門脈阻斷后腸道明顯瘀血、腫脹,門明顯升高,血、脈搏有不同程度的波動,無泵門脈轉流開放后,腸道瘀血、腫脹明顯好轉,門逐漸恢復正常水平,血、脈搏恢復正常.結論背駝式原位肝移植術中體外門-體脈無泵流具有方便、經濟、實用等優點,具有良好的臨床效果
  13. Turgor pressure ( pressure potential ) the hydrostatic pressure exerted by the contents of a cell against the cell wall

    勢) :是細胞內容物施加於細胞壁上的
  14. The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio

    基於上述分析,本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽試驗,以柱的軸比、梁角鋼布置形式、配箍率等為主要參數,分析外包鋼混凝土現澆框架一般層邊節點在中高軸比( n = 0 . 3 、 0 . 5 、 0 . 6 )條件下,節點的抗剪機理、破壞模式、變形能、承載能和角鋼錨固的可靠性;分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載;分析了試驗節點的滯回性能和耗能能
  15. This paper establishes a model simulating dam actual placing process and considering the non - continuity of initial temperature on the boundary of new and old concrete, daily air temperature change, concrete - placing temperature, hydration heat, heat insulation on boundary, water - storing process, placing intermission and curing with water. the calculation of stress field considers the concrete weight, static water pressure, thermal stress, different autogenous volume change between rcc and normal concrete, change of elastic modulus of concrete with age and creep action

    考慮了乞今最為全面的初始條件和邊界條件,包括模擬壩體的實際升程過程,考慮了新老混凝土接觸面上的初始溫度不連續,逐日的氣溫變化,混凝土的入倉溫度,水化熱溫升,邊界保溫,水庫蓄水過程,澆築間歇以及灑水養生等因素;應場的計算考慮了混凝土的自重,,溫度應,常態混凝土與碾混凝土不同的自生體積變形,混凝土的彈性模量隨齡期的變化以及徐變的作用。
  16. Practices show that the compressive strength, the modulus of elasticity, the permeability coefficient and the compactness of concrete obtained respectively by the compaction method, the unconfined compression static compaction method, the sand trenching and filling method, and nuclear densimeters meet the requirement of design, and the mixing proportion of concrete of the side - wall is reasonable

    實踐證明施工中用擊實法、無側限抗靜力壓實法、挖坑灌砂法及核子密度儀分別檢測出的邊墻混凝土抗強度、彈性模量、滲透系數和密實度值均滿足設計要求,邊墻混凝土配合比合理。
  17. Hydraulic system design of the zyj900 hydraulic static pile driver

    900型液靜力壓樁機液系統設計
  18. Study by test on bearing capacity of static press piling in xi ' an loess region

    西安黃土地區靜力壓入樁承載特性的試驗研究
  19. However, at present the heavy rammer method is still used to determine the standard of compactness and molding specimen by still compressive force in laboratory testing. which leads to the inconsistency of compaction mode between field compaction and laboratory compaction

    但作為現場施工指導的室內試驗,依然採用擊實法確定實度標準,靜力壓實法成型試件,導致室內試驗的實方式和現場實狀況不一致。
  20. According to the fact that the penetrate mechanism of static sounding penetration and static jacking pile is similar, we obtained the predict formula of the static jacked resistance of the precast piles after comparing several engineerings, and can use it in the construction of the precast piles

    本文主要依據靜力壓樁與觸探貫入相似的機理提出用觸探指標預估樁阻的計算公式,並用杭州粉砂土地區的幾個工程實例作分析和驗證,為樁的設計和施工提供了理論依據。
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