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shearing     
相关语句
  剪切
     Study on Diagnosing the Distorted Wavefront of A Laser Beam by Radial Shearing Interferometer and Controlling It by A New Method
     激光光束波前畸变的径向剪切干涉诊断及其控制新方法研究
短句来源
     Finite Element Method Simulation and Experimental Research on Sheet Metal Shearing and Blanking Process
     板材剪切与冲裁加工过程有限元模拟及实验研究
短句来源
     Two dimensional lateral shearing interferometer
     二维横向剪切干涉仪
短句来源
     The self-off effect in the shearing interferometer with a single plate
     单平板剪切干涉仪中的自补偿作用
短句来源
     Talbot shearing interferometer and its application
     Talbot剪切干涉仪及其应用
短句来源
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     The shearing strength is indexed as c =5.0~14.0 kPa and φ=29°~34°.
     抗强度指标c=5.0~14.0kPa,φ=29°~34°。
短句来源
     PLC Applied to MB321 Machine for Scalding and Shearing
     PLC在MB321型联合烫机上的应用
短句来源
     But shearing strength of <1 mm roots is greatest,accounting for 72.27% of total shearing strength,second is >3 mm roots,accounting for 19.09% of shearing strength,the last is 1~3 mm roots,accounting for 8.54% of total shearing strength.
     抗强度 ,<1mm根最大 ,占总抗强度的 72 .37% ,其次是 >3m m根 ,占总抗强度的 19.0 9% ,1~ 3mm根最小 ,占总抗强度的 8.5 4%。
短句来源
     the shearing strength is large(c=40~85 kPa,Φ=15°~30°);
     抗强度较大,内聚力为40~85 kPa,内摩擦角为15°~30°;
短句来源
     Effect of Seepage on Soil Shearing Strength
     渗流对土体抗强度的影响
短句来源
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  抗剪
     The shearing strength is indexed as c =5.0~14.0 kPa and φ=29°~34°.
     抗剪强度指标c=5.0~14.0kPa,φ=29°~34°。
短句来源
     But shearing strength of <1 mm roots is greatest,accounting for 72.27% of total shearing strength,second is >3 mm roots,accounting for 19.09% of shearing strength,the last is 1~3 mm roots,accounting for 8.54% of total shearing strength.
     抗剪强度 ,<1mm根最大 ,占总抗剪强度的 72 .37% ,其次是 >3m m根 ,占总抗剪强度的 19.0 9% ,1~ 3mm根最小 ,占总抗剪强度的 8.5 4%。
短句来源
     the shearing strength is large(c=40~85 kPa,Φ=15°~30°);
     抗剪强度较大,内聚力为40~85 kPa,内摩擦角为15°~30°;
短句来源
     Effect of Seepage on Soil Shearing Strength
     渗流对土体抗剪强度的影响
短句来源
     Determination of Indexes of Shearing Strength C and φ in Landslide Thrust Calculation
     滑坡推力计算中抗剪强度标C,Φ的确定
短句来源
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  剪切作用
     Theain mineralizing elements, i.e., Bi, Au, Ag and Hg are relatively richer than those in continental crust. After ductile shearing, there is apparent enrichment for Au, Ag and Bi, As well as As and Sb.
     主要成矿元素Bi、Au、Ag、Hg对比大陆地壳相对富集 ,在遭受韧性剪切作用后 ,Au、Ag、Bi明显富集 ,As、Sb亦有富集 .
短句来源
     Under the shearing force of the two rollers,PE/PVC had intercalated into the montmorillonites.
     将负载有丙烯酰胺和过氧化二异丙苯的蒙脱土与PE/PVC在双辊上混合,通过双辊的剪切作用进行插层复合。
短句来源
     The study of 40Ar/ 39Ar isotope chronology reveals that the activity of Qiugemingtashi—Huangshan ductile shear zone shows different features in different periods of time. In the early stage, the shear zone was characterized by nappe shearing, starting later than 300 Ma and lasting at least to 283.7 Ma. However, it can be sure that the activity ended at 280.2 Ma.
     系统的Ar-Ar同位素年代学研究表明,该剪切带的活动在时间上具有多期性:剪切带早期为挤压推覆剪切作用,发生于300Ma之后,至少延续到了283.7Ma,但在280.2Ma时已经终止;
短句来源
     The effects of dosage of S-CPAM,shearing,and pH Valne on performance of S-CPAM were also investigated.
     实验进一步研究了用量、剪切作用、浆料pH值等对S-CPAM助留助滤效果的影响。
短句来源
     SIMULATING EXPERIMENTS ON MIGRATION OF SiO_2 IN PHYLLITE IN THE PROCESS OF DUCTILE SHEARING AS EXEMPLIFIED BY JINSHAN GOLD DEPOSIT
     韧性剪切作用下千枚岩中SiO_2的迁移模拟实验──以金山金矿为例
短句来源
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  shearing
Numerical results of the lubrication show that the differential viscosity is the principal non-Newtonian property affecting the lubrication, it is determined by the material parameters of the lubricant and is affected by the shearing rate.
      
Considering the effects of bending-shearing strain and tensile-compression strain, the dynamic stress of the links and its position are derived by using the Kineto-Elastodynamics theory and the Timoshenko beam theory.
      
During the high-temperature wear period, severely influenced by friction heat, obvious softening and plastic flow can be found on the friction surface of the brake block, its anti-shearing ability is weakened, and adhesive wear is intensified.
      
Organic fibre is in a flowing state and obviously generates drawing, shearing, carbonization and oxidization.
      
In this method, the pre-dispersed nano-particle suspensions are blended with melting polymers in a weak shearing field using an extruder, followed by removing the water from the vent.
      
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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...

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。

In a previous paper,(1) a method for solving composite beams jointed by bolts by means of equivalent continous beams is suggested. This result is based on the following assumptions: 1. All beams composing the composite beam have the same deflec non at the point where bolt is used. 2. The actions of bolts are considered as concentrated forces applied on the beams at the points where bolts are used. 8. The effect of torsion caused by the external load which is not ap plied at the shear center of the whole...

In a previous paper,(1) a method for solving composite beams jointed by bolts by means of equivalent continous beams is suggested. This result is based on the following assumptions: 1. All beams composing the composite beam have the same deflec non at the point where bolt is used. 2. The actions of bolts are considered as concentrated forces applied on the beams at the points where bolts are used. 8. The effect of torsion caused by the external load which is not ap plied at the shear center of the whole cross-section of the composite beam is neglected. 4. The friction between the beams is neglected. 5. The weakening of the cross sections of the beams due to the bolt holes is neglected. In order to examine the correctness of these assumptions the results of a group of tests are given. The results of tests show that all assumptions except the third are well agree with the practical condition. As to the third assumption, the problem will be further studied.

作者曾在前文(1)中提供一种应用相当连续樑来解决螺栓连结的组合樑的简便方法。 此结果基于下列诸假设(除弯曲基本假设以外)。 1.组成组合樑之各樑在螺栓处有相同之挠曲。 2.螺栓的作用视为施加在各樑上螺栓处之集中力。 3.由于外加载荷未作用在组合樑整个截面之弯曲中心而引起之扭转影响略去不 计。 4.诸樑间之摩擦力略去不计。 5.诸樑由于螺栓孔而引起之截面削弱略去不计。  为了检查这些假设与实际问题符合之情况,作者进行了一系列实验。 实验结果指出除了第三假设外所有假设均与实际情况很好符合,关于第三假设的问题尚待进一步研究。

This paper investigates the general and complete form of slope-deflection equations used in structural analysis. The word "complete" indicates that all the possible deformations (deflections and rotations) and all the strain energies (due to shear, direct stress and flexure) are included in the equations. The definitions, numbers, and relations of member constants are then discussed and the general equations for computing these constants are given. By neglecting the factors of minor importance, the general...

This paper investigates the general and complete form of slope-deflection equations used in structural analysis. The word "complete" indicates that all the possible deformations (deflections and rotations) and all the strain energies (due to shear, direct stress and flexure) are included in the equations. The definitions, numbers, and relations of member constants are then discussed and the general equations for computing these constants are given. By neglecting the factors of minor importance, the general form is reduced to the usual slope-deflection equations. Some special forms of such equations which are useful in certain practical problems are also discussed briefly, such as the slope-deflection equations including the effect of direct stress on flexure and the slope-deflection equations of semi-rigid frames. Slope deflection equations for trussed bents are also presented.

本文旨在:(1)提出完全的角变位移方程,使可精确的解算任何形式的平面刚构,只要其能视为由若干桿件组成即可。这里的所谓“完全”,系指方程中已包括一切可能的形变值在内,而且包括轴向应力及剪应力之影响。(2)全面的讨论桿件常数的定义、数量和相互关系,并供给计算各常数的最一般性公式。(3)将上述全面的和精确的公式逐步简化,以便与目前常用的公式比较。(4)讨论某些特殊情况。

 
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