比例框架 的英文怎麼說

中文拼音 [bǐlìkuàngjià]
比例框架 英文
aspect frame
  • 比 : Ⅰ動詞1 （比較; 較量高下、 長短、距離、好壞等） compare; compete; contrast; match; emulate 2 （比...
  • 框 : 框名詞（框架; 框子） frame; case
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 比例 : 1. （長度上縮小和放大的倍數） scale; scaling 2. （比率） proportion; ratio; proportionality
  • 框架 : [建築] frame; framing; shell frame; skeleton frame; frame mount; trellis; sash; pigsty（e）; rack...
  1. The author considers the legal system of intellectual property right is opening so that the domain name should be included as a kind of independent right. in the following parts of the essay, the author explores the fundamental causes of conflict and re - classifies the types of conflict between domain name and trademark, reanalyzes the similarity and the difference between domain name and trademark, makes comparison between the three major domain name dispute resolutions that have already been provided ( udrp, acpa and the domain name disputes solution of china ), it can provide ground for an effective method for solution. at last, the thesis baldly points out that it should stand an independent legal status in ip law

    故，筆者欲突破在商標及商標法框架下研究域名的思維定勢，重新審視域名法律地位、分析其法律屬性;以域名與商標沖突為典型，研究導致沖突的原因;從平等中立的角度，以貫穿經典案例的方法重新劃分沖突分類:以橫向比較分析的研究方法評介全球具有代表性的沖突解決方案和我國新的域名政策以及司法解釋，為正確提出解決方案建立基礎;探討域名爭議解決的主要原則，分析域名在我國的立法模式;最後，筆者將在全文分析的基礎上，嘗試提出域名權利問題，以期能從根本上尋求解決域名的法律保護以及沖突的公平解決的合理機制。
  2. Second, go deep into investigate the frame and calculate method of real options, apply formulation of gesk, black - scholes carr and margrabe to a instance, and compare the results of different formulations. make use of binominal lattice ^ finite difference and monte carlo to one instance. this paper suggests that the operable procedure and method copeland and antikarov provided with monte carlo simulation and binominal lattice is a best way

    第二，深入分析實物期權應用框架和計算方法，利用gesk公式、 black - scholes公式、 carr公式和margrabe公式對具體的實例進行了計算比較，又採用二項網格法、有限差分方法和蒙特卡羅方法對實例進行了模擬計算。
  3. Through analyzing the construction and translation of calques and yang hsien - yi ' s and hawkes ' translated versions, this paper discusses the explanatory and instructive power of relevance theory over linguistic and cultural phenomena such as calques and provides a comparatively suitable framework for translation of such phenomena

    摘要以《紅樓夢》仿詞及楊憲益和霍克斯譯文為例，考察了關聯理論對這一語言文化現象的解釋力和指導意義，並總結出一個比較適合於考察和指導仿詞及類似語言文化現象翻譯的框架。
  4. The industrial competitiveness is analysed above the following aspects : market supply and demond, price competitiveness, comparative superiority, technical potentialities and support policies. we raise some tacticses to the sustained growth of sugar industry, those are superior producing area construction, enhancing the key technical competitiveness, trade protection and support under the frame of wto, particularly disscuss the construction of sugar crop base and quality standard technical barrier. in the end, some policies for the sustained growth of sugar industry are provided

    文中從市場需求、價格競爭、比較優勢、技術發展潛力和政策保障等方而並結合案例分析了我國蔗糖產業發展的競爭潛力;提出了產業可持續發展的策略:建設優勢產業帶、培育核心技術競爭力、在w 』 l ， （ ）框架下實施國內保護和支持，還分析了應用「綠箱」 、 「黃箱」政策加強糖料基地建設和構築質量標準技術壁壘的建議，以及從宏觀方面推動蔗糖業可持續發展的政策措施保障。
  5. This article would analyze the two method farther in the background theory and calculate kinds of the examples of the pure unbraced frames with the effect of initial defect. at one time the same instances were analyzed by the finite element numeric method, which results were compared with the res ults of the three methods. the conclusions from the comparison would offer the references to the revision of the code

    本文對這兩種方法進行深入的研究，考慮部分初始缺陷的影響，對各種無支撐純框架實例進行了大量計算分析，並採用有限元法進行對應分析作參考，對三種方法的計算結果進行比較，得出結論，以期對規范的修訂提供依據。
  6. This paper uses for reference with an example of frame - shear wall structure and studies the conceptual design and method for optimizationof structural system. through establishing frame - shear wall structure unisonous differential eguation and finding a result, the side shifting curve, moment and shear force distribution curve are obtained under inverted triangle load action on the frame - shear wall structure. after analyzing and comparing, the range of best rigid characteristics for such structure has be gotten

    本文結合框架-剪力墻實例，研討了結構體系的概念設計和整體優化方法。通過建立框-剪結構協同工作的微分方程及求解，得出框-剪結構在倒三角形荷載作用下的側移曲線、彎矩、剪力分佈曲線，經分析對比，得出框-剪結構最佳剛度特徵值區間。
  7. And the system ' s functions include transporting, warehousing, loading, machining and distributing. secondly, on the base of analyzing relative information in logistics deciding and describing data relations, the technology of cals ( continuous acquisition and life - cycle support ) is selected to manage database, at the same time, some advance techniques of information analysis are put forward in order to get a across - the - aboard and integrated information support. thirdly, according to the system ' s functions, six mathematics models are set up, and the general way to using these models deciding is also gain

    首先描述了系統的組成要素，界定了系統功能（運輸、儲存、裝卸搬運、流通加工、配送） ，給出了系統總體框架；第二，在物流決策信息分析及3pldss數據關系描述的基礎上，選擇cals技術對數據庫進行管理，同時採用先進的信息分析技術為物流決策提供全面、完整的信息支持；第三，根據系統擬實現的功能開發模型庫，建立了六種數學模型，並給出使用模型決策的一般方法；第四，通過3pldss的人機交互系統實現與用戶對話；最後給出了一個比較成功的案例以說明信息系統對于第三方物流的巨大作用。
  8. The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio

    基於上述分析，本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽靜力試驗，以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數，分析外包鋼混凝土現澆框架一般層邊節點在中高軸壓比（ n = 0 . 3 、 0 . 5 、 0 . 6 ）條件下，節點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性；分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力；分析了試驗節點的滯回性能和耗能能力。
  9. In order to study how the floor stiffnesses influence on the mega steel - frame structures, the results of mode 1 and mode 4 of example 1, and those of mode 2 and mode 3 of three examples are compared. some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures, the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large. because the mega structure system has great lateral stiffness and entirety work behavior, whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe, but larger influence on the response of columns of hypo - frame

    通過對算例1方案1和方案4及算例1 - 3方案2和方案3結構周期、位移和內力反應的比較，研究了樓板剛度對巨型鋼框架結構反應的影響，得到如下結論：與普通鋼框架的梁、柱相比，巨型鋼框架中主框架的巨型梁、巨型柱截面尺寸要大得多，並且由它們組成的這種超常規的大型結構具有巨大的抗側剛度和整體工作性能，因此，在地震作用下，考慮樓板剛度與否對巨型鋼框架結構整體反應影響不大，對主框架柱位移和內力反應影響也不大，但對次框架位移和內力反應的影響相對較大。
  10. Within the framework of comparison, this paper makes a list of the topics that are either neglected or underdeveloped in the field of film studies such as audience, plagiarism, the rewriting of literary texts, and the relation between film and other arts and media

    在比較的框架中，本文列舉中國電影研究中常被忽略的和尚未充分發展的課題，例如觀眾研究、盜版現象、文學改編、電影及其他藝術（戲劇、攝影和影像）之間的跨媒體性等等。
  11. In the design of loading - frame, puting forword a group of universal dimensions of three - point free - link attachment to category i and ii tractors through comparing and analysing whose scope of dimensions, thereout, working out sketch of loading framework on several different positions in the whole lift - course of hydraulic liftenafter this. analysing the case of force on loading framework when the loading force equal to 44100n and the lift - position of the hydraulic lifter is on upper limit, and giving a data table about the case of force on all these positions, consequently, completing the design of loading frame

    在加載框架的設計部分，通過對、類拖拉機的三點懸掛機構桿件尺寸范圍的比較分析，給出了一組、類拖拉機通用的三點懸掛機構桿件尺寸，由此作出了液壓提升器提升全行程中幾個不同位置的加載機構簡圖，並按44100n的加載力、以上極限位置為例對加載機構進行了受力分析，並給出了包括其它幾個位置在內的受力情況表，進而完成了加載框架的設計。
  12. The influence of such parameters as axial load index, aspect ratio and percentages of lateral reinforcement, on seismic performance of reinforced concrete frame column in hong kong and analyses the distribution relationships of flexural deformation, shear deformation and slippage of longitudinal reinforcement in joint zone

    根據試驗結果，討論了軸壓比、配箍率、剪跨比等參數對其抗震性能的影響，分析了水平荷載作用時塑性鉸區的彎曲變形、剪切變形和縱向鋼筋粘結滑移變形所產生的位移在框架柱總水平側移中所佔的比例及其變化規律。
  13. If the reportviewer control uses relative height for example, if the height is specified as a percentage of available space, the control collapses to a height of 0 pixels as a result of how frames and div tags render in containing tables in xhtml

    如果reportviewer控制項使用相對高度（例如，將高度指定為可用空間的百分比） ，則由於框架和div標記在xhtml格式的包含表中的呈現方式，該控制項將折疊為0像素的高度。
  14. Thebasic evaluation process, method and stages involved in the structure of environment riskevaluation of tailingdam type of stacking area were introduced. a concrete method forenvironment risk evaluation of phosphogypsum stacking area was introduced by a example. areference and a comparison were offered to the environment risk evaluation of largeandmedium scale of chemical industry waste stacking area by the method

    對尾礦壩類渣場的環境風險評價框架結構中涉及的各個階段及基本評價過程與方法作了簡要的介紹，並通過實例介紹如何進行磷石膏渣場的環境風險評價工作，具有典型性和參照性，可作為國內大中型化工廢物渣場環境風險評價的參照和類比。
  15. On the base of researching lots of information, the author particularly analyzes and compares the technique and economic index of steel residence and traditional structural system - rc structure to reflects the steel residence ' s good overall economic benefit by concrete datum from the material cost, effective service area and the construction ' s speed etc. discuss the optimum structural system of different scale of earthquake. the theory and example illustrate that when high steel residence has great horizontal load, the frame - prop structure is optimum

    在大量資料研究的基礎上，作者進行了一個六層住宅建築實例的技術性與經濟性分析比較，該建築分別採用鋼結構和傳統結構體系? ?鋼筋混凝土框架結構，通過具體數字，從結構主材造價、有效使用面積、施工速度等幾方面反映鋼結構住宅建築的綜合經濟效益好，討論了不同地震烈度下兩種結構的優化體系，理論、結構分析算例和此實例分析都說明了有較大水平荷載時，多、高層住宅鋼結構宜採用鋼框架? ?支撐結構體系。
  16. By recalling the history of the offical document and its type of writing in " four areas ", on the basis of many official documents and vocabulary marterials, this thiese, taken official document and its type of writing as exemple, does the following researches : firstly, the thiese inquires into the differences of official document ' s writing style and vocabulary, and puts the official document toghther into a general structure to categorize and give a overall comparasions and researches, with a comparative methord, to find out the similarities and differences between them, a chart makes it more clearer

    本文通過對兩岸四地的公文、公文語體的歷史回顧，依據大量的公文及詞匯材料，以公文和公文語體為例：首先，探討兩岸四地的公文在語體、語匯上的差異；並以比較的手法，把兩岸四地的公文語體放在一個總的框架下，統一歸類，進行總體的比較和研究，從中找出它們的相同點和差異。進而整理成表格，使之一目了然。
  17. On this basis, the further research of anti - seismic of buckling restrained braced frame is performed. derive additional damping and influence of buckling restrained brace to column axis strength. example proved, as to concentrically braced frame, buckling restrained braced frame has better anti - seismic performance

    在此基礎上，將此種支撐應用於框架中，對防屈曲支撐框架的抗震性能作了進一步的研究，推導了防屈曲支撐的附加阻尼比以及防屈曲支撐對柱附加軸力的影響，並且通過對一個算例進行非線性時程分析驗證了相對于普通中心支撐框架，防屈曲支撐框架具有更好的抗震性能。
  18. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  19. By using the calculating method of the flat - plate floor, the bend moments of the slab in different place are calculated. the moment distribution ratio between the column trip and the middle trip of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the equivalent frame method is demonstrated. the moment of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the experience coefficient method is also demonstrated

    進而將無梁樓蓋體系的計算方法應用於現澆空心板無梁樓蓋中，通過對板格彎矩的分析，得出了現澆空心板無梁樓蓋按等效框架法計算的板帶彎矩分配比例系數，按經驗系數法計算的板帶彎矩設計值。
  20. Because of the indetermination, randomicity and not line waiting factor for the egcs, the mathematics model for egcs ca n ' t be established completely precise, but the condition of elevator can at any time acquired this lesson does a lot of research work deep into egscs, and brings up a new control strategy : the dynamic and best method of t based of the field knowledge, that can attain a the whole coordination of elevator group

    利用mfc框架結構，編制了系統運行動態模擬程序，進行了實例模擬計算和對比分析。本文構建的電梯動態最佳群控系統由綜合數據庫模塊、知識庫模塊、推理機模塊、數據採集與狀態監測模塊以及人機界面與知識獲取模塊，和故障查詢模塊等部分構成。其中知識庫模塊和推理機模塊是本電梯群控系統的核心部件。
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