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     The Development and Application of the Area Soil Information System--A Case Study of Chongqing
     区域土壤信息系统的建立与应用——以重庆市为
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     Research on Key Technologies of Land Use Monitoring by Remote Sensing and Its Application--A Case Study of Poyang Lake Region in Jiangxi
     土地利用遥感监测的关键技术及其应用研究——以江西鄱阳湖地区为
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     Optimization of Cropping Pattern and Planting Structure for Water-Saving in North China Plain--Case Study in Shunyi County in Beijing
     华北地区结构型节水种植业模式及途径研究——以北京市顺义区为
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     Research on Self-Organization of Urban Space Development: A Case Study of Shenzhen
     城市空间发展自组织研究——深圳为
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     Passive Microwave Remote Sensing on Sand Desert Area--Taklimgan Sand Desert as a Case Study
     沙漠地区被动微波遥感研究——以塔克拉玛干沙漠为
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  example
     Theoretical and Experimental Study on Learning from Mathematical Example
     数学样学习的理论与实证研究
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     Research on Establishing Comprehensive Management Mechanism of Chinese Disaster--Take Storm Tide Calamity for Example
     中国灾害综合管理机制构建研究——以风暴潮灾害为
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     The Administrative Power of the County and the Control of the Local Society During the Republic of China: for Example of the Administrative Reform at the County Level in Sichuan Province and Xikang Province from 1928 to 1949
     民国时期的县级行政权力与地方社会控制—以1928—1949年川康地区县政整改为
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     THE GEOGRAPHIC STUDY OF RURAL SETTLEMENTS——TAKING JIANGSU PROVINCE AS AN EXAMPLE
     农村聚落地理研究——以江苏省为
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     ON THE GENETIC CLASSIFICATION OF GRANITOID (EXAMPLE : JIANGXI GRANITE)
     以江西花岗岩为试论花岗岩的成因分类
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  instance
     An Instance of Restricted Representation for U_q(sl_2)
     U_q(sl_2)的限制表示的
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     This paper takes MPC850、TMS320C5421、TMS320C6202 for instance respectively to introduce M、 C、 J three modes of PCI local of PCI9054 and gives the concrete connection and logical implement for designers.
     文章针对PCI9054局部总线的M、C、J三种工作方式,分别以MPC850、 TMS320C5421和TMS320C6202为,给出了它们具体的连接关系和逻辑实现,可供设计者参考。
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     For the first time lose minima of mixed halide glass was appraised by taking MnF2 -BaCl2 glass for instance.
     以MnF_2-BaCl_2玻璃为,首次估计了混合卤化物玻璃的最低损耗。
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     The thesis based on the author's study of NRM and test theory, add on one year's experience on NRM,takes china telecom long-distance transmission network resource management system for instance to Introduce the building of testing environment、 the selecting of testing ways and compile test case.
     论文通过对电信网络资源管理系统和软件测试理论的深入研究,并结合一年多的电信网络资源管理系统测试经验,以中国电信长途传输网络资源管理系统的测试为给出了电信网络资源管理系统测试的测试环境的搭建、测试方法的选取及测试用的编写等,并在以上研究和实践的基础上提出了一套高效可行的测试方案。
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     Compared with the Frank Wolfe Algorithm,by using a practical instance,it proved the effectivity and feasibility of Genetic Algorithm and pointed its advantage.
     通过算与Frank Wolfe算法进行比较 ,说明了遗传算法的有效性与可行性 ,指出了遗传算法相对于Frank Wolfe算法特有的优越性 .
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  “例”译为未确定词的双语例句
     Study on HLA-B27 typing,antigen purification,and expression in ankylosing spondylitis and clinical analysis of 167 patients
     强直性脊柱炎患者HLA-B27的检测、抗原纯化及表达水平的研究(附167临床分析)
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     1Experimental research of teh immune tolerance induction by mouce splenocytes 2Living-related partial orthotopic liver transplantation:3cases review
     ⒈小鼠脾细胞诱导免疫耐受的实验研究⒉活体肝部分移植3临床研究
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     Mapping of Pathogenic Gene in Three DGI-Ⅱ Families
     三遗传性牙本质发育不全Ⅱ型家系致病基因的定位研究
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     On the Regional Industrial Competitiveness
     区域产业竞争力论——以泉州、温州、苏州三个地级市为
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     The Research on Quantitative Prediction and Estimation of Oil Geologic Anomaly in a Hydrocarbonic Basin
     含油气盆地油气地质异常定量预测与评价研究——以山东临清坳陷东部德南洼陷综合研究为
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  case
In the present paper we study the remaing nontrivial case, that of a negative central charge-N.
      
The method applies to the standard arithmetic subgroups ofSO(n,1) (a case which was proved previously by Millson [Mi]), to the non-arithmetic lattices inSO(n,1) constructed by Gromov and Piatetski-Shapiro [GPS] and to groups generated by reflections.
      
In the case of 4-dimensional anticommutative algebras a construction is given that links the associated cubic surface and the 27 lines on it with the structure of subalgebras of the algebra.
      
In the case of 3-dimensional commutative algebras a new proof of a recent theorem of Katsylo and Mikhailov about the 28 bitangents to the associated plane quartic is given.
      
As in the case of Mumford's geometric invariant theory (which concerns projective good quotients) the problem can be reduced to the case of an action of a torus.
      
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  example
In the second example, we obtain a proof of the Chalyh-Veselov conjecture that the Calogero-Moser system with integer parameter is algebraically integrable, using the results of Felder and Varchenko.
      
As an example of how this can be used, we show that the ring of invariants (under the adjoint action of SL (3)) ofg copies ofM3 is C-M.
      
An example shows that the differentiable structures can indeed be different, even though they are isomorphic.
      
For example, if our groupG isSn, these objects are field extensions; ifG=On, they are quadratic forms; ifG=PGLn, they are division algebras (all of degreen); ifG=G2, they are octonion algebras; ifG=F4, they are exceptional Jordan algebras.
      
For instance, we find that |f(u)| ≤ L(u) + O(ε2/3), where L(u) is the Boas-Kac-Lukosz bound, and show by means of an example that this version is the sharpest possible with respect to its behaviour as a function of ε as ε ↓ 0.
      
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  instance
For instance, we find that |f(u)| ≤ L(u) + O(ε2/3), where L(u) is the Boas-Kac-Lukosz bound, and show by means of an example that this version is the sharpest possible with respect to its behaviour as a function of ε as ε ↓ 0.
      
This model is more general than the circular defects model as the latter is only an instance of the proposed model.
      
In the first instance therefore, a new method to calculate the root ecological niche index (RENI) is proposed, embracing the entire phytocommunity of plantations.
      
For instance, in a certain case, if the effects of the mechanical seal were taken into account, the systems critical speed may increase by 70-80%.
      
The little porous parameter will lead to a prominent increase of load capability (for instance, the load and the moment predicted), which is still augmented by the thicker layer parameter.
      
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The pterion of 400 Chinese adult skulls, 252 males and 148 females, wasstudied. It was found that the epipteric bone was rather common. When cal-culated according to A. J. P. von Broek's classification which includes epiptericumanterius, epiptericum posterius, in addition to the most common epiptericumtypicum, the frequency was 42% in terms of number of skulls ed 27% interms of number of sides. The fronto-temporal suture type, however, was smallin number (3.0% in terms of the number of skulls and 1.75% in terms...

The pterion of 400 Chinese adult skulls, 252 males and 148 females, wasstudied. It was found that the epipteric bone was rather common. When cal-culated according to A. J. P. von Broek's classification which includes epiptericumanterius, epiptericum posterius, in addition to the most common epiptericumtypicum, the frequency was 42% in terms of number of skulls ed 27% interms of number of sides. The fronto-temporal suture type, however, was smallin number (3.0% in terms of the number of skulls and 1.75% in terms of thenumber of sides), due to the presence of a frontal process of the temporalbone. Both the epipteric bone and the fronto-temporal suture were found to bemore common in the female than in the male. Various theories regarding theorigin of these alterations are introduced and discussed.

检查了400个中国成人头颅的翼上骨及额颞缝,以侧为单位计算,发现翼上骨的数目为216侧合27%,以头颅为单位计算,发现翼上骨的数目两侧者48(两侧同型及非同型)一侧者120共168合 42%,男女分开计算,以侧为单位,男性23%,女性33.8%,以头颅为单位,男性35.71%,女性52.7%,女性占多数。额颞缝以侧计算共14合1.75%,以头颅数计算,两侧者2一侧者10共12合3%。我们这个工作承张鋆教授的指导特此志谢。

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,以說明此二法在實際工作中之應用。

The principal object of this paper is to present a direct method of finding the elevation of the exposuae station and conseqently the tilt and the swing, if desired, of an aerial photograph. Since the elevation of the exposure station is found, the plumb-line coordinate system can, in the sense of numerical calculation, be established however. The determination of the plumb-line coordinate system, relating to three ground control points and their cooresponding images on the photograph, means a determination...

The principal object of this paper is to present a direct method of finding the elevation of the exposuae station and conseqently the tilt and the swing, if desired, of an aerial photograph. Since the elevation of the exposure station is found, the plumb-line coordinate system can, in the sense of numerical calculation, be established however. The determination of the plumb-line coordinate system, relating to three ground control points and their cooresponding images on the photograph, means a determination of the position of the photograph in space. As can be seen the plumb-line coordinate system is definitely independent of the swing of an aerial photograph, the swing is not necessary in solving the space resection problem as the classical procedure done.The treetment in this problem involves only simple computations and produces exceptionally accurate results, as indecated in a numerical calculation during the preparation of this paper. Owing to the impossibility of publishing the numerical example in whole length, only the final results are referred here for comparing:

本文的目的,在於推導出一直接的算學方法,以求空中攝影的高度,進而求出其像片的倾角;如有必須時也求出像片的旋角來,但在本文的理論推導過程中,過去一般認為要先解决旋角的問題,而後才能解決空間定位問题的歷史看法,已經完全修正;旋角並不是解决空間定位問題所必須的。因為攝影高度既經决定,我們可以建立一垂綫坐標系,與像片在空間的轉動無關。每一像點在此垂綫坐標系上的關係完全可以藉攝影高度的得知而決定;此種關係的決定即相當於像片在攝影瞬間的空間位置的决定。這對於無論是像片的糾正、製圖、交會定點都是非常有幫助的。本文所論的方法,經數字計算的結果,表明精度是很高的,而計算手續也是簡便的。由於避免篇幅過長故未將全部計算引出,只在此地列出一結果以相比較:

 
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