粘度計常數 的英文怎麼說

中文拼音 [niánchángshǔ]
粘度計常數 英文
viscometer constant
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • : 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...
  • : 數副詞(屢次) frequently; repeatedly
  1. Scientific research and design institute of cscec in guizhou cooperate with prof. peng xiaoqin, and research the bond technology of the new and old concrete. which are researched to four points as follows : 1. several major methods evaluating the degree of roughness were analyzed, and their advantages and disadvantages were analyzed

    貴州中建建築科研設院與重慶大學材料學院彭小芹教授合作,主要對新舊混凝土結技術進行了研究,主要集中在以下幾個方面: 1 .分析目前用的幾種評價粗糙的方法,並對每種方法的優缺點進行評述;提出一種簡便易行的測量粗糙的方法,克服目前用方法的缺點,並通過多組據和灌砂法進行相關性分析,得出兩者之間的關系。
  2. Evaluation of uncertainty in meauspement of glass capillary kinematic viscometer constant

    毛細管粘度計常數測量不確定的評定
  3. Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models, interfacial stress at the end of plate is deduced. after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward, strength prediction formulas of compound beams under plate end debonding failure are established. in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode, several bond strengths and their relation are introduced

    對于板端剝離破壞,在總結現有承載力模型的基礎上,利用已有試驗據對各承載力算公式進行了分析比較,進一步採用分階段分析法,推導了板端界面應力的算公式,在此基礎上,採用加固復合梁有效慣性矩的修正公式,建立了考慮名義配筋率和板端偏移比影響的板端剝離破壞梁承載力的算公式;對于跨中受彎裂縫導致的結破壞,闡述了見的幾種結強之間的區別和聯系,並基於拉剪結強,提出了跨中受彎裂縫導致結破壞的承載力算公式,並利用現有試驗結果確定了模型中的一些參;最後,利用試驗據對本文建立的兩種結破壞承載力算公式進行了檢驗,結果基本吻合。
  4. To discuss the rheological effects of soft soil, shear strength is divided for rheological analysis. viscosity coefficient of remolding soil is used to modify partial parameters of routine soil mechanic tests. so the shear strength caused by rheological effects can be considered

    在前人研究的基礎上,本文採用對土體抗剪強分類的方法研究了軟土的流變性,提出了重塑土滯系算方法,重點分析了規試驗中部分參由於流變而引起的試驗誤差。
  5. In this thesis, through the technique ' s of compressing molding, the processing parameter and the mixture ratio of magnetic powder on magnetic properties of four kinds of binary composite bonded magnets ( ndfeb alnico ferrite smco ) were studied. the experiment results were analyzed by the method of polynomial fit. the following major achievements were attained

    本文採用模壓成型工藝對見的四大永磁材料? ?釹鐵硼、鋁鎳鈷、鐵氧體、釤鈷進行了兩兩復合結,研究了工藝參及磁粉配比對磁性能和溫的影響,並通過算機軟體進行擬合分析,得到了如下主要結果。
  6. 2. the concept design is the key phase of the first stage of system optimization. the paper emphatically discusses with emphasis several issues difficulty to answer, such as the determination of the soil parameters, the soil pressure and the safety factor and the reliability of retaining structure, summaries and analyses the main geotechnical problems during the excavation on the four familiar geologic strata of saturation soft soil on the class i terrace of the yangtze river, aged - clay, expansive soil and loess and investigates carefully the patterns of deformation and destruction of pit slope in the saturation soft soil, puts forward three basic principles of selecting schemes of retaining structure, namely : facing to the problem, facing to the characteristics of excavation and environment

    ( 2 )概念設是深基坑工程第一步優化? ?系統(方案)優化設中的關鍵,文中重點討論了概念設中的幾個難點問題,如土性參的確定、土壓力的選取、深基坑工程的安全和可靠分析等;總結分析了飽和軟土、老性、膨脹土和黃土這四類見地層條件下的深基坑工程中的主要巖土工程問題,其中重點研究了長江級階地上的飽和軟土深基坑邊坡變形和破壞模式,提出了選擇支護方案的基本原則,即:面向問題、面向基坑特點、面向周邊環境特點。
  7. 05. 01 test method for calculation of viscosity - gravity constant of petroleum oils

    算石油的-比重的試驗方法
  8. In theory research based on truss theory, the effective length of the cfrp sheet and ultimate capacity of paste layer is introduced, then the calculation procedure of the ultimate shear capacity of rc t - section beams strengthened with cfrp laminates is put forward, so did the reinforcement design method of normal service phase

    基於桁架理論,引用有效貼長的概念,以貼層所能承受的極限抗力為算控制參,提出了碳纖維布對鋼筋混凝土t梁極限承載力及正使用階段的加固算方法。
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