有力的對比 的英文怎麼說

中文拼音 [yǒulìdeduìbǐ]
有力的對比 英文
forceful contrast
  • 有 : 有副詞[書面語] （表示整數之外再加零數）: 30 有 5 thirty-five; 10 有 5年 fifteen years
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 的 : 4次方是 The fourth power of 2 is direction
  • 對 : Ⅰ動詞1 （回答） answer; reply 2 （對待; 對付） treat; cope with; counter 3 （朝; 向; 面對） be tr...
  • 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...
  • 有力 : strong; powerful; forceful; energetic; vigorous
  1. A comparison of the experimental and calculated distribution curves should provide a robust check of the adequacy of this model.

    將實驗測得的和計算所得的分佈曲線進行比較，應該對這個模型是否合適這一問題提供有力的校驗。
  2. The findings of this thesis reflect that the object - oriented method is an effective means used in developing finite element analysis software, compared with traditional method it possesses the advantages of being more structured, easy to be compiled, maintained and extended and the program code can be much more reused. the oop method not only improve the functions of finite element software but also realize the congruity between the computing model and physical model in the real world, and promote the integrity technique of cad / cae

    本文結果表明，面向對象方法是一種強有力的工具，採用面向對象方法開發大型有限元分析軟體是一種非常有效的方法，與傳統的有限元程序相比，面向對象有限元程序更加結構化、更易於編寫、更易於維護和擴充，程序代碼的可重用成分更大，它不僅能提高有限元軟體的功能，而且能實現數據模型與計算機模型以及現實世界物理模型之間的一致性，方便太原理工大學碩士學位論文cad / cae系統的集成。
  3. Based on the equal strain consolidation model of sand drain, and neglecting the well resistance and the vertical drainage consolidation, a layered model for the nonlinear consolidation of sand drain, which accounts for the geostatic pressure varying along depth and the relationship between the average viod ratio and the logarithm of average effective stress, is presented

    摘要基於砂井等應變固結模型，考慮初始有效應力沿深度變化，忽略井阻和豎向排水固結的影響，應用平均孔隙比與平均有效應力的對數關系，建立砂井非線性徑向排水固結的分層計算模型，並求得常荷載作用下的徑向排水固結解析解。
  4. The duties of the managers weren " t equal to their powers which induced that the managers abused their power to figure benefits for theirself only but not to think over the benefit of the owners ". the paternalistic managing mode of shanxi bank snoffed out the innovative abilities in shanxi bank which made them losing many opportunities of development and resulting in shanxi bank " s final decline. the third part mainly tells of the contrast analyses between the systems of shanxi bank and the systems of the enterprises of the time. and sum up the experiences and the lessons of shanxi bank to build up the organizational system and managing mode of enterprises with chinese characteristics

    第三部分是在前兩部分內容的基礎上，一方面把票號的人力股制度和所有權、經營權分離的組織制度與現代企業的相關制度進行簡單的對比分析，通過對比說明票號組織制度雖然具有很明顯的先進性，但同時也有它的歷史局限性和不完備之處;另一方面在對比分析的基礎上，總結出票號組織管理方面的經驗教訓對創立有中國特色的企業治理結構和管理模式具有四個層面的借鑒意義，一是企業組織制度與人文環境的結合，二是肅清扼殺企業創新機制的家長製作風，三是企業管理中激勵與約束的對稱性問題，四是制度創新與環境變遷的結合問題。
  5. This paper is to analyze the fact that the scale of coastal ports is becoming larger and larger and that the increase of coal transportation has already demand the better equipments in coal harbors and shipping quality, to forecast the consumption of coal transportation in the future and to point out the developing trend of coal transportation. the paper uses the method of determining the nature and quantity. the sea coal quantity is forecast by using the detailed transportation in different coastal harbors it evaluates the capacity of different harbors by contrasting true transportation with the deigned capacity

    本項研究採用了定量和定性相結合的方法：煤炭運輸的未來需求主要是應用現有港口吞吐量數據進行預測；對現在港口設施的利用情況以及港口的煤炭通過能力也根據碼頭泊位與實際通過量的對比作以定量分析，文中還大量的運用了系統方法和原理，對我國煤炭運輸的現狀及其市場的發展進行了詳細闡述，最終提出了解決現有不足的對策。
  6. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  7. In this paper, the geogrids structure, the flexible beams strucrure, the geogrids and flexible beams structure are analysed with algor, and it is used to analys the influence of some paramenters. such as the modulus of structural layers, size of structure, place of structure, non - uniform settlements. and the contrast of the three structures is analysed in this paper. we can see the reasonable size and reasonable place through analyse. the analyse of the test road show that the structures worked well for about two years and the reflection cracks have not be found

    本文首先藉助algor有限元軟體對土工格柵處治結構、柔性枕梁處治結構及土工格柵與柔性枕梁復合結構進行了力學分析，包括各結構層模量影響規律分析，格柵及枕梁尺寸、位置影響規律分析，路基不均勻變形影響規律分析，各種處治結構間的對比分析等。通過分析，得出了各結構的合理尺寸及合理的布設方案。
  8. It can be used not only to change the fire precision of the base bleed projectile, but also to improve the effect of reduction drag and expansion range. the calculating model of the secondary expansive pressure of the burning gas is constructed by means of analysis of the experimental resuits, it has been confirmed that the new base bleed unit can be designed, with the secondary expansive principle of the burning gas pressure. the engineering project of a hybrid base - bleed - rocket high - level efficient extended - range projectile is designed, with the secondary expansive principle of the burning gas pressure, the feasibility and the true worth of its engineering applications is validated in theory

    本文提出了底排燃氣壓力不隨外部壓力變化，既可改善底部彈射擊精度又可提高減阻效果的二次擴張原理，建立了底排燃氣二次擴張壓力的計算模型，並通過採用二次擴張原理的新型底排裝置與傳統底排裝置的對比試驗，驗證了新型底排裝置結構實現的可行性；完成了基於底排燃氣二次擴張高效增程原理的底排?火箭復合高效增程彈方案設計及其有關計算，從理論上驗證了其工程應用的可行性和實際價值。
  9. This result has practical significance. in this paper ' s theoretical section, base on current shrinkage and creep calculational methods, analysis to the experiment project and tall building structure examples were made, and then the influence of shrinkage and creep to structure stress was put into discussion ; moreover, an fea program was compi led to calculate shrinkage and creep strain considering construction process, and through a tall building instance, the influence to tall frame structure stress was analyzed

    本文的理論部分在現有收縮徐變計算方法的基礎上對本試驗工程和高層建築結構進行了算例分析，通過與彈性計算值的對比，討論了收縮徐變對結構內力的影響，以及計算收縮徐變時是否考慮鋼筋和施工過程對結果的影響；本文還編制了考慮施工過程收縮徐變的有限元程序，並進行了算例分析。
  10. Furthermore, considered the factor of power balance, keeping alliance period was discussed in two extreme situations : when the members are balanced in power and when they have an obvious disparity in strength. because the characters of each benefit assignment are different, and the stability of each alliance is not the same, this paper draws a conclusion that, in the first situation when they are balanced in power, the simple use of “ grim strategy ” cannot ensure a long - term stability of the alliance ; while the alliance with a great difference in power has a natural stability

    並且，本文在發展階段考慮了聯盟方力量對比的因素，分為聯盟雙方力量均衡和力量懸殊的兩種情況，由於其利益分配關系的不同特點，每種情況下聯盟的穩定性是不一樣的，本文得出在力量均衡的博弈下，僅僅運用「殘酷策略」並不能保持聯盟長期的穩定性，而在力量懸殊的情況下，聯盟具有天然的穩定性。
  11. In this paper, the author combines the theory analysis with the experiment research method, and discusses the seismic behaviours, 3d elaborate finite element analysis and simplified model analysis of a kind of multi - function tall building - " sub - shearwall supported by frame ", which is applied widely today. the main contents are as follows : in order to observe the failure process and the earthquake response of the complex structure, and to analysis the seismic behaviour of the structural system and structural members, a 1 / 20 cement mortor model of a complex tall - building which is about to be built was producted and the shaking table test of this model under 26 sorts of earthquake loads was made. using sap2000 finite element analysis program, a 3d analysis model was built in computer, and the elastic time - history analysis of the model was done

    本文採用理論分析和試驗研究相結合的方法，研究了目前應用較多的綜合性大廈? ?框支分區剪力墻高層商住樓的抗震性能及空間精細分析和簡化分析方法，主要內容為以下幾方面：對一擬建的復雜高層建築結構，採用1 20比例的空間整體模型，進行了26種工況下的模擬地震振動臺試驗，觀察了結構的破壞過程和地震反應，分析了結構及構件的抗震性能；建立了結構的精細空間模型，利用sap2000n大型有限元分析程序對結構進行了彈性時程分析；通過有限元分析與試驗結果的對比，對結構的抗震性能和抗震能力做出綜合評價，認為該結構由於轉換層上部去掉部分樓板，既可滿足建築設計的通風、採光等要求，又可達到協調結構轉換層上、下樓層抗側剛度的效果，是一種較理想的有多道抗震防線的結構型式。
  12. In the former, two computing modes of fem are built, aimed at the coupling of variable - profile pylon, curved - axis arch and flexible cable. the software algor feas is used to get the results of dynamic numerical analysis, such as natural vibration frequency, vibration mode, dynamic displacement, dynamic stress, which are compared with the results of shaking table test research to draw to important conclusions. these conclusions provide not only potent basis for the design and construction of nanjing century tower, but also reference for other pylon - cable - arch structures similar to the project

    在動態數值分析中，針對世紀塔變截面的塔身，曲線軸線的拱以及柔性拉索相互耦合時清況，建立兩種有限元計算模式，利用有限元軟體algorfeas得到動力數值分析的結果，如：自振頻率、振型、動位移、動應力等等，再和振動臺試驗研究成果作比較，得到一些重要的結論，從而為南京世紀塔工程的設計和施工提供強有力的依據，而且為類以於世紀塔工程的其它塔-索-拱結構的設計也提供一定的參考。
  13. So it is chiefly that soil co2 concentration and its influencing factors should be studied in ordered to learn the mechanism of epikarst ecosystem and global carbon cycle. karst dynamics laboratory, ministry of land and resources, has been studied the mechanism of seven typical epikarst ecosystem and global changes through igcp 299 ( geology, climate, hydrology and karst formation, 1990 - 1994 ) and igcp 379 ( karst processes and the carbon cycle, 1995 - 1999 ) to igcp 448 ( world correlation of karst ecosystem, 2000 - 2004 ), while observation and analysis and research of epikarst ecosystem in mt. jinfo have just been beginning. the thesis analyzes that based - on observational point of green pond and deep dell in the west slope of jinfo mountain, co2 concentration and regularity of epikarst ecosystem contrasting woodland with uncovered land have been studied through the observation of temperature and humidity and co2 concentration

    國土資源部巖溶動力學開放研究實驗室以igcp229 、 igcp379和igcp448項目為依託，開展了我國7個典型的表層帶巖溶生態系統運行規律及其全球變化影響研究，而其中金佛山的觀測、分析與研究則才剛剛起步，本文以金佛山西坡摘公碧潭幽谷為觀測點，主要通過coz濃度、溫度和濕度的觀測，開展林地表層帶巖溶生態系統與裸地表層帶巖溶生態系統coz濃度特徵及其變化規律的對比研究，這對進一步深入研究巖溶生態系統運行機制和全球碳循環以及開展全球巖溶生態對比有著重要意義。
  14. Based on nonlinear finite element theory, stress and deformation behaviors are analyzed after ground stabilization and foundation pit reinforcement with deep mixing method. by comparison of the conditions of treatment and non - treatment of two examples respectively, the results indicate that the match ratio scheme used for deep mixing method is more ideal when soft clay is stabilized in this area of fuzhou in the thesis. this scheme not only can fully utilize industrial waste material, but also can economize construction cost

    對于加固土的工程特性，本文以非線性有限元理論為基礎，模擬分析水泥攪拌樁加固地基和基坑支護加固的應力和變形情況；通過兩個例子分別在有處理和無處理情況下的對比，利用固化劑最佳摻入比來設計地基處理方案，並運用非線性有限元方法計算出土體內大小主應力的分佈情況以及變形情況，結果表明本文所得出的配合比方案用於深層攪拌樁法來對福州地區軟粘土進行地基加固時還是比較理想的，這樣不僅充分利用工業廢料，還可節約工程造價。
  15. Among the causes that contributed to bring about this result were lauristons mission, and the abundance of provisions at tarutino, and the reports that were continually coming in from all sides of the inactivity and lack of discipline in the french army, and the filling up of our regiments by recruits, and the fine weather, and the long rest enjoyed by the russian soldiers, and the impatience to do the work for which they have been brought together, that always arises in troops after repose, and curiosity to know what was going on in the french army, of which they had so long seen nothing, and the daring with which the russian outposts dashed in among the french encamped at tarutino, and the news of the easy victories gained by bands of peasants and free - lances over the french, and the envy aroused by them, and the desire of revenge, that every man cherished at heart so long as the french were in moscow ; andstronger than allthe vague sense growing up in every soldiers heart that the relative strength of the armies had changed, and the preponderance was now on our side

    對比迅速的改變，雖然俄國人還不知道法國軍隊的位置和人數，無數的跡象都表現出必須立刻發起進攻。這些跡象是：洛里斯頓的派遣，塔魯丁塔的糧草充裕，來自各方關於法國人的無所事事和混亂的消息，我軍各團隊都補充了新兵，晴朗的天氣，俄國士兵長期的休整以及休整后的士兵通常對公務自發產生躍躍欲試的心情，對于久已消失蹤跡的法國軍隊的情況的好奇心，俄國哨兵現在竟敢有在塔魯丁諾法國駐軍附近放哨的勇氣，關于農民和游擊隊輕易就戰勝法國人的消息，由此而產生的羨慕心情，只要法國人還占領著莫斯科，人人都抱有復仇的決心，還有更主要的，每個士兵雖然不十分清楚，但是都意識到力量的對比現在已經起了變化，優勢在我們方面。實際力量對比既然起了變化。
  16. The load transverse distribution coefficient of test is in coincidence with the calculating hypothesis. prestress is linear distribution along the section height. the deformation of the section is according with the plane hypothesis

    通過對試驗結果與有限元計算結果的對比分析，得出結論如下： 1 、本文所測試的荷載橫向分佈系數符合計算假定；預應力沿截面高度分佈具有較好的線性關系，截面變形符合平面假設。
  17. As valuable intangible property, geographical indications have been protected for more than one hundred years in many foreign countries. some european countries have formulated complete institutions to protect their geographical indications, such as france, bulgaria, etc. however, as regard to china, the protection of geographical indications is still on the first step

    地理標志作為承載巨大商業價值的無形財產，在國外很多國家，對其進行法律保護已有上百年歷史，並且目前已經形成了一套比較完整、有力的地理標志保護制度，與此相比入世前我國對地理標志的法律保護幾乎是一片空白。
  18. Secondly, by means of the measurement of the vibration and associated noise, the area in the presence of the friction - induced noise is determined accurately. as a result, a comparative analysis on the topography of the scar surfaces with and without noise is performed in detail

    其次，利用動力學和聲學測量技術確定了摩擦噪聲所發生的區域，在此基礎上對磨痕上表面形貌進行了詳細的對比分析，發現有噪聲區域的形貌明顯不同於沒有噪聲區域的形貌。
  19. The impacts of other price - distorting institutions and policies, including tax, domestic support, logistics expenses, exchange rate were also discussed on a comparison base between china and usa : china ' s tax and local non - tax charges imposed on corn production total a distortion of 15 % of the " practical cost " since 1998, while us ' s tax, insurance expenditure and land total a distortion of 25 % of her " practical cost " ; us ' s domestic support has substantially lowered her domestic price while the protective - price policy taken by china since 1993 helped boost her domestic price, which made a negative impacts on chinese corn ' s price competitiveness

    在長期內，考慮到主要要素價格的上漲趨勢，我國玉米現實成本和美國現實成本的膠著狀態不會維持多久，前景堪憂；中美兩國主產區玉米成本的對比表明目前我國主產區玉米的可比成本比之於美國的主產區heanland尚有一定優勢，現實成本也是具有優勢的。降低我國成本外支出和稅收的水平可以在一定程度上緩解現實成本的競爭壓力；美國的國內支持措施體系使得其國內玉米價格經常處于生產成本之下。
  20. The paper consists of four chapters : chapter 1 : introduction this chapter emphasizes consumer credit as a significant financial leverage to economic development and defines consumer credit by comparing the different domestic and foreign definitions of consumer credit

    本文分為四個部分：第一章：導論部分，提出消費信貸是經濟發展強有力的金融杠桿這一論點；通過對比國內外對消費信貸的不同定義，引出本文消費信貸的含義。
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