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modified coefficient造句

"modified coefficient"是什么意思   

例句與造句

  1. Modified coefficient of flexural strength for timber curved mem
    弧形木構(gòu)件抗彎強度修正系數(shù)68
  2. Modifying coefficient is used to modify the traditional model ; 5
    提出利用修正系數(shù)的方式對傳統(tǒng)模型進(jìn)行修正; 5
  3. Modified coefficient for allowable ratio of height to sectionalthickness of masonry wallokok . org
    砌體墻容許高厚比修正系數(shù)47
  4. So an reasonable inductance modify coefficient is found . according to the magnetic field distribution , some ameliorations are made , then a reasonable and more accurate analytic formula concerned the effect of end zone is presented
    根據(jù)磁場計算結(jié)果,對非線性磁參數(shù)法中的一些公式提出了合理的改進(jìn),從而找到一種考慮端部效應(yīng)、較準(zhǔn)確計算最小電感的解析算法。
  5. Thus , the conclusion is drawn : when the diffusion coefficient of cf is invariable and the diffusion time is under a certain range , the beginning corrosion time of the steel in the corner of the rectangular section is independent of the size of rectangular section ; ( 4 ) through the numerical value calculation of rectangular section , the law is found of the influence on modifying coefficient of rectangular section of the thickness of protection layer of concrete and diameter of the steel and the thickness of cf on the surface of concrete , based on which practical calculating method of beginning corrosion time of the steel in the corner of rectangular section is set up
    從而得到結(jié)論:在氯離子擴散系數(shù)一定的情況下,在一定時間范圍內(nèi),矩形截面邊角區(qū)域鋼筋的初始銹蝕時間不依賴于矩形截面的截面尺寸; ( 4 )通過矩形截面邊角區(qū)域鋼筋初始銹蝕時間的計算,分析了保護層厚度、鋼筋直徑、混凝土表面氯離子濃度對修正系數(shù)的影響,并在此基礎(chǔ)上建立了氯離子侵蝕下矩形截面邊角區(qū)域鋼筋初始銹蝕時間的實用計算方法。
  6. It's difficult to find modified coefficient in a sentence. 用modified coefficient造句挺難的
  7. Among the design of the truss system , it is deeply analyzed that the thought of choosing truss system type , the difficulties in designing truss system and their solutions , the constrain of column to truss chord deformation and the chord modified coefficients used in this case
    在桁架體系設(shè)計中,筆者主要分析了桁架體系的選型思路;提出了桁架體系的設(shè)計難點,并給出了解決方案;分析了柱子約束對桁架弦桿受力的影響,并給出了在手算桁架體系桿件受力時所需要的弦桿內(nèi)力修正系數(shù)。
  8. Many factors regarding the modifying coefficients of circular and rectangular section are analyzed : ( 1 ) it is theoretically proved that the diffusion coefficient of cl - in concrete is dependent of modifying coefficients ; ( 2 ) through analysis of the results of numerical value calculation , it is discovered that the relation between the modifying coefficients and the thickness of protection layer of concrete is linear , from which the function expression of these two variables is gain ; at the same time , the influence on modifying coefficient of the radius of circular section and the thickness of cl - on the surface of concrete ; based on these , practical calculating method of beginning corrosion time of steel of circular section is set up ; ( 3 ) to rectangular section , the diffusion of cf in concrete is two - dimension diffusion
    討論了影響矩形截面以及圓形截面修正系數(shù)的因素: ( 1 )從理論上證明了氯離子在混凝土中的擴散系數(shù)與修正系數(shù)無關(guān); ( 2 )通過圓形截面數(shù)值計算結(jié)果的分析,發(fā)現(xiàn)圓形截面修正系數(shù)與保護層厚度基本成線性關(guān)系,并建立了二者之間的聯(lián)系;分析了圓形截面半徑、混凝土表面氯離子濃度對修正系數(shù)的影響,從而建立了圓形截面鋼筋初始銹蝕時間的實用計算方法; ( 3 )在矩形截面氯離子侵蝕下,混凝土處于二維擴散狀態(tài)。本文通過計算分析,證明二維擴散的影響區(qū)域從邊角開始向中間逐步擴散,并證明了二維擴散影響區(qū)域依賴于氯離子擴散系數(shù)與氯離子擴散時間的乘積。
  9. Based on the investigation and research , the paper gives a testing method , which measures the taking off and landing distance of airplanes with the laser locating system for airplanes trace . and by way of the field measuring on plateau airports , we have got the integrated modifying coefficients of three kinds of airplanestaking off and landing running distance such as h6 . all of these provide scientific basis for the runway length design of the plateau airport
    在調(diào)研論證的基礎(chǔ)上,提出了利用《飛機起落航跡激光定位系統(tǒng)》測定飛機起飛著陸滑跑距離的測試方法,并通過高原機場實地測試,得出了三種飛機在高原機場上起飛著陸滑跑距離的綜合修正系數(shù)值,為高原機場跑道長度設(shè)計提供了可靠的理論依據(jù)。
  10. In spite of modifying coefficient , a modifying term is used to modify brandt ' s theory of sphere grain model ; this term ' s expression has been acquired , and the result is identical to biot - geertsma ' s theory in form and quantity , in which the two classics theories is in perfect harmony . it is also confirmed that the constitutive relation of carroll and n . katsube theory , and the bulk modulu of kuster scattered waves are identical to biot theory
    在工程中的絕大多數(shù)情況下,該結(jié)果與biot - geertsma理論的結(jié)果在形式及數(shù)值上幾乎完全一致,從而使這兩個不直接相關(guān)的經(jīng)典理論較好的統(tǒng)一起來。 ( 3 )在土動力學(xué)中常用的不排水條件下,分別證明了carroll的應(yīng)力-應(yīng)變關(guān)系中不排水體積模量、 kuster散射波理論的體積模量與biot - geertsma理論是完全一致的。
  11. 2d and 3d whole field finite element method ( fem ) has to be used to calculate the magnetic field distribution , inductance parameters and static characteristics of the model srm . as a result , distribution principle of magnetism curve is found . at the same time , the inductance modify coefficient in the end zone is discussed by using 3d fem
    針對開關(guān)磁阻電動機定、轉(zhuǎn)子極存在顯著的邊緣效應(yīng)和高度的局部飽和的特點,本文采用全場域二維和三維的電磁場有限元分析,對開關(guān)磁阻電動機的磁場分布、電感參數(shù)及靜態(tài)特性等進(jìn)行了大量的計算,得到了開關(guān)磁阻電動機在各種轉(zhuǎn)子位置下的磁場分布規(guī)律,并討論了當(dāng)前爭議較大的srm端部電感修正系數(shù)的問題,得到了一個較為合理的端部電感修正系數(shù)值。
  12. The derivation of the leakage flow rate formula of the special annular clearance between the piston and cylinder under condition of variable viscosity in the axial piston pumps was carried out . at same time , considering the questions of the eccentricity and the variable sealing length of piston friction pair , the modified coefficient of the calculation formula of the flow - rate of the leakage was given
    在變粘度、柱塞偏心以及變密封長度條件下,對軸向柱塞泵中柱塞與缸孔之間的特殊圓環(huán)縫隙的泄漏流量公式進(jìn)行推導(dǎo),得到了該計算公式的修正系數(shù); 6

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