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between two     
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  在两
     Results:The frequency of allele C,T of + 1923 locus had significant difference between two groups (X2 = 9.30, P<0.01) .
     结果:+1923位点等位基因C、T频率在两组间分布的差异具有显著性(X2=9.30,P<0.01);
短句来源
     There was no significant difference in NMD between two groups (13.60%±5.03% vs 14.18%±4.50%, P>0.05).
     NMD在两组中差异无统计学意义[(13·60±5·03)%比(14·18±4·50)%,P>0·05];
短句来源
     The INDO series methods are used to study the two structures of C_(60)CH_2:one is of C_2v geometry with a bridging CH_2 across the bond between two fused six-membered rings in C_60;
     用INDO系列方法研究C_(60)CH_2的两种结构:CH_2加在两个六元环之间的键上为C_(2v)构型;
短句来源
     Implementation of IBM3880, 3803 Shared between Two IBM4341 Processors
     IBM3880,3803在两台IBM4341主机中的共享
短句来源
     There were no difference in LDL-C,LDL-C,apoA_1 and apoB between two groups.
     LDL-C、HDL-C、apoA1和apoB在两组间无差异。
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  比较两
     The clinical effective rates,symptoms amelioration rates,and the changes of urinary albumin excretion rate(UAER),urinary β_2-microglobulin ( Uβ_2-MG),serum creatinine(Scr),total cholesterol(TC),triglyceride(TG) and hemodynamic parameters were compared between two groups.
     比较两组总疗效、症状改善率、尿白蛋白排泄率(UAER)、尿β2微球蛋白(Uβ2-MG)、血肌酐(Scr)、血清总胆固醇(TC)、血清甘油三酯(TG)和血液流变学变化。
短句来源
     The indexes of total prostate volume (PV), the transitional zone volume of prostate (TZV), the indexof transitional zone (TZI), PSA, F-PSA and F/T-PSA between two groups were compared.
     分别比较两组间在前列腺总体积(PV)、前列腺移行区体积(TZV)、移行区指数(TZI)和前列腺特异抗原(PSA)、游离前列腺特异抗原(F-PSA)、游离与总前列腺特异抗原比值(F/T-PSA)等指标上的差异性,寻找其中能用于预测AUR的临床指标。
短句来源
     According to the fasting glucose (FPG) and the hemoglobin A_1C level (HbA_1C%),the DM group were divided into two subgroup: DM_1 ( n =35),DM_2 ( n =26) and compared the numbers of segments of Ve/Va<1 between two groups.
     根据空腹血糖(FPG)及糖化血红蛋白水平 (HbA1C %)将糖尿病组进一步分为DM1组 (n =3 5 ) ,DM2 组 (n =42 ) ,比较两组间Ve/Va <1的室壁节段数。
短句来源
     The fertilization rate including 1PN,2PN and ≥3PN on day1 and the first cleavage rate on day3 were compared between two groups.
     比较两组的受精率(2PN、1PN、≥3PN)、卵裂率、优质胚胎率,进行统计学分析。
短句来源
     Intervertebral discs at L3/L4,L4/L5,L5/S1 were scanned with computerized tomography,comparing herniated discs,sagittal diameter of vertebral canal,height of lateral recess,vertebral hyperostosis,ligament hypertrophy and calcification between two groups.
     用GEProspeedAI型CT机对两组人群腰 (骶 )椎间盘 (L3/L4、L4/L5、L5 /S1)进行扫描 ,比较两组椎间盘突出、椎管矢状径大小、侧隐窝高度、椎体骨质增生、韧带肥厚等。
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  方面两
     Results Symptoms were significantly improved in both g roups(87.3%,94.8%,respectively) excepting syptom of pain relief,but there was no significant difference between two groups(P >0.05).
     结果用药后在疼痛以外的其他症状改善方面,两组疗效均显著,有效率分别为87.3%和94.8%,组间差异无统计学意义(P>0.05)。
短句来源
     The clinical effective rate had significant differences between two groups (χ~2=3.94, P<0.05), however the side effects had no significant differences between two groups (χ~2=0.20, P>0.05).
     不良反应方面两组差异无显著性(χ2=0.20,P>0.05)。
短句来源
     The level of insulin, C peptide and resistin decreased, while insulin sensitivity index and adiponectin increased significantly in both groups (P<0.01), but there was no significant difference between two groups (P>0.05).
     在改善胰岛素抵抗相关指标方面,两组治疗后均能降低胰岛素、C肽及血清抵抗素水平(P<0.01),升高胰岛素敏感性指数及脂联素水平(P<0.01),但两组间差值比较差异无显著性意义(P>0.05)。
短句来源
     Results showed that there was no statistical significant difference between two groups, but in alleviating the pain, SPLX is significantly better than the control group, ( P <0.05).
     结果 统计分析表明 ,在治疗疗程、临床症状改善及治疗总有效率方面 ,两组无显著性差异 ,但在封药后出现疼痛方面 ,试验组疼痛出现率低于对照组 ,有显著差异 (P<0 .0 5 )。
短句来源
     After 2 month treatment,in treatment group such immune indexes as CD 3,CD 4,CD 8 and NK cell increased at different degrees and there were great differences[WT6BX](P<0.05~0.01)[WT6BZ] in comparison with control group; but in patients with late tumor,there were no differences in survival time and toxic and negative effects between two groups.
     结果 :经治疗观察 2个月后 ,治疗组CD3 、CD4 、CD8、NK细胞等免疫指标有不同程度提高 ,与对照组比较有显著差异 (P <0 .0 5 ,P <0 .0 1) ,但在晚期肿瘤患者的生存期、毒副反应等方面 ,两组比较无显著性差异。
短句来源
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  两相邻
     G~1 Continuity between two Patches of Adjacent Cubic B Spline Surface
     两相邻3次B样条曲面G~1连续充分条件
短句来源
     Estimation of crosstalk between two adjacent coupling RLC interconnects
     两相邻耦合RLC互连的串扰估计
短句来源
     The liquid crystal director distribution in LCoS is simply calculated, and the picture of LC director structure between two adjacent display pixels inside the cell is given. The spacing grid is 50×50×20, the solving time is 564.36 s by the computer of Pentium 4, 2.8 GHz.
     文章最后基于此方法针对LCoS中指向矢的分布进行了简单的模拟,给出了两相邻显示像素的指向矢分布图形,网格划分为50×50×20个节点,在Pentium4,2.8GHz的计算机上求解需564.36s。
短句来源
     Effect and Control of Crosstalk between Two Neighboring Coupled RC Interconnects
     两相邻耦合RC互连的串扰效应及其抑制
短句来源
     The Effect and Control of Crosstalk Between Two Neighboring Coupled RC Interconnects
     两相邻耦合RC互连的串扰效应及其抑制
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      between two
    Extending this theory, we show how to use correlations between two processes to predict one from the other.
          
    Extending this theory, we show how to use correlations between two processes to predict one from the other.
          
    It introduces notions of localization and approximation between two frames ${\frak F} = \{f_i\}_{i\in I}$ and ${\frak E} = \{e_j\}_{j\in G}$ ($G$ a discrete
          
    The maximum number of intersections between two plane rectangular paths
          
    We show that the maximum number of intersections between two plane rectangular paths with lengthsm andn, 2≤m≤n, is 4n+2, ifm=4 andn≡1(mod 3); and it ismn+1 otherwise.
          
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    In this paper the writer employs complex Riemannian Geometry and defines the absolute interval between two points as consisting of a real part and an imaginary part. Two postulates (I) and (II) are used: the first may be called law of gravitation and electro-magnetism; the second equation of motion. In the absence of electromagnetic phenomena the theory reduces practically to Einstein's theory.

    在此文内,作者利用复变来曼几何以宇宙间两点之距离为一实数及一虚数部分相构而成,於此并用假说:一可称为吸力及电磁定律,一为物体行动定律,解释吸力及电磁力之各种现象。在无电磁现象时,此文与爱因斯坦之吸力理论多相符合至於详细情形,容诸续篇。

    The potential between two nucleons suggested by K. C. Wang, viz.

    本篇应用王淦昌所建议之两个核子间之相互位能 即 V=V(r)=- Ae~(klr) 在r≥α时; 及V=V(α) 在r<α时。以求下列数点:(1)重子在正常情形时之波函数,(2)中子与质子间之扩散断面值,及(3)重子被γ射线击破之断面值。本篇所计算得之各断面值之结果与实验所得者,颇相近似。

    This paper is a supplement to the author's previous paper "The Constants and Analysis of Rigid Frames", published in the first issue of the Journal. Its purpose is to amplify as well as to improve the method of propagating joint rotations developed, separately and independently, by Dr. Klouěek and Prof. Meng, so that the formulas are applicable to rigid frames with non-prismatic bars and of closed type. The method employs joint propagation factor between two adjacent joints as the basic frame constant...

    This paper is a supplement to the author's previous paper "The Constants and Analysis of Rigid Frames", published in the first issue of the Journal. Its purpose is to amplify as well as to improve the method of propagating joint rotations developed, separately and independently, by Dr. Klouěek and Prof. Meng, so that the formulas are applicable to rigid frames with non-prismatic bars and of closed type. The method employs joint propagation factor between two adjacent joints as the basic frame constant and the sum of modified stiffness of all the bar-ends at a joint as the auxiliary frame constant. The basic frame constants at the left of right ends of all the bars are computed by the consecutive applications of a single formula in a chain manner. The auxiliary frame constant at any joint where it is needed is computed from the basic frame constants at the two ends of any bar connected to the joint, so that its value may be easily checked by computing it from two or more bars connected to the same joint.Although the principle of this method was developed by Dr. Klouěek and Prof. Meng, the formulas presented in this paper for computing the basic and auxiliary frame constants, besides being believed to be original and by no means the mere amplification of those presented by the two predecessors, are of much improved form and more convenient to apply.By the author's formula, the basic frame constants in closed frames of comparatively simple form may be computed in a straight-forward manner without much difficulties, and this is not the case with any other similar methods except Dr. Klouěek's.The case of sidesway is treated as usual by balancing the shears at the tops of all the columns, but special formulas are deduced for comput- ing those column shears directly from joint rotations and sidesway angle without pre-computing the moments at the two ends of all the columns.In the method of propagating unbalanced moments proposed by Mr. Koo I-Ying and improved by the author, the unbalanced moments at all the bar-ends of each joint are first propagated to the bar-ends of all the other joints to obtain the total unbalanced moments at all the bar-ends, and then are distributed at each joint only once to arrive at the balanced moments at all the bar-ends of that joint. Thus the principle of propagating joint rotations with indirect computation of the bar-end moments is ingeneously applied to propagate unbalanced moments with direct computation of the bar-end moments, and, at the same time, without the inconvenient use of two different moment distribution factors as necessary in all the onecycle methods of moment distribution. The basic frame constant employed in this method is the same as that in the method of propagating joint rotations, so that its nearest approximate value at any bar end may be computed at once by the formula deduced by the author. Evidently, this method combines all the main advantages of the methods proposed by Profs.T. Y. Lin and Meng Chao-Li and Dr. Klouěek, and is undoubtedly the most superior one-cycle method of moment distribution yet proposed as far as the author knows.Typical numerical examples are worked out in details to illustrate the applications of the two methods.

    本文為著者前文“剛構常數與剛構分析”之補充,其目的在將角變傳播法及不均衡力矩傳播法加以改善,以便實用。此二法均只需一個公式以計算剛構中所有各桿端之基本剛構常數(即任何二相鄰結點间之角變傳播係數),將此項公式與柯勞塞克之公式相比較,藉以指出前者較後者為便於應用,並亦可用之以直接分析較簡單之閉合式剛構,此外補充說明此法中之剛構常數與定點法之關係,剛構有側移時計算各結點角變所需之各項公式亦行求出。不均衡力矩傳播法係顧翼鹰同志最近研究所得者,既係直接以桿端力矩為計算之對象,而且只須採用不均衡力矩分配比將各結點作用於各桿端不均衡力矩之總和,一次分配,即得所求各桿端分配力矩之總值,實係力矩一次分配法之一大改進,著者將顧氏之法加以推廣与改善,使其原則簡明而計算便捷,著者認為此法係將林、柯、孟三氏法之所有優點熔冶於一爐,實可稱為现下最優之力矩一次分配法。最後列舉算例,以說明此二法在實際工作中之應用。

     
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