簡化方程 的英文怎麼說

中文拼音 [jiǎnhuàfāngchéng]
簡化方程 英文
abbreviated equation
  • 簡 : Ⅰ形容詞（簡單） simple; simplified; brief Ⅱ動詞1 （使簡單; 簡化） simplify 2 [書面語] （選擇人才...
  • 方 : Ⅰ名詞1 （方形; 方體） square 2 [數學] （乘方） involution; power 3 （方向） direction 4 （方面） ...
  • 程 : 名詞1 （規章; 法式） rule; regulation 2 （進度; 程序） order; procedure 3 （路途; 一段路） journe...
  • 簡化 : simplify; facilitate; idealization; dilution; simplification; reducing; simplifying; [自動化] red...
  1. Based on this milti - hierarchical model, application method for information organization of part is presented. chapter 3 proposes a new rule of arbitrary maximum angles of chord for triangulation and locale optimum, which avoides calculating angles of conventional methods in mesh simplification. moreover, with the introduction of arithmetical average windage concept, optimum method for the boundary mesh retriangulations is presented

    第三章針對曲面網格簡化操作過程中出現的空洞剖分問題，討論層次模型的網格優化方法，提出了基於弦內角最大準則的局部網格簡化方法；針對網格曲面上存在的曲折邊界缺陷，提出以邊界輪廓算術平均偏差作為邊界曲折程度評定參數的邊界平滑優化剖分方法。
  2. Determination method of the damage threshold stress and damage threshold strain is given, six kinds of damage variables ( which are across isotropy effectual elastic modulus damage variable, simple effectual elastic modulus damage variable, density damage variable, volume damage variable, volume density damage variable and area density damage variable ) are defined, evolution curves and evolution equations of harden yield damage are obtained

    提出了損傷應力和應變門檻值的確定方法，並定義了六種損傷變量（即橫觀各向同性有效彈性模量損傷變量，簡單有效彈性模量損傷變量，密度損傷變量，體積損傷變量，體積密度損傷變量和面積密度損傷變量） ，在此基礎上得出了硬化屈服損傷過程中的損傷演化曲線和演化方程。
  3. In these thesis, on the basis of existing data collected of arch bridges and dynamics, simply introduce the development and application of the analytical method and finite element numerical analysis method of arch bridges. taking the example of pubugou cfst arch bridge, establish 3 - d finite element model of it with software ansys, and analyze its natural vibration. the effects on inherent vibration of the differences of structure parameters, the restriction of the deck and the effects of different arrangements of cross braces are analyzed

    本文在收集有關拱橋及動力學資料的基礎上，分析了拱橋動力學的解析分析法和有限元數值分析方法的優缺點，同時以瀑布溝大橋為背景，使用ansys軟體建立了空間有限元模型，實施了橋跨結構的自振特性分析；並分析了考慮到模型簡化過程中部分結構參數取值差異、橋面板的約束狀況不同等因數對自振特性結果的影響；此外還對橋面上的橫撐布置不同導致對自振特性的影響作了分析。
  4. Hyd has also set up a standing committee which meets regularly to monitor and review the streamlined procedures and issues on the implementation of the amended land ( miscellaneous provisions ) ordinance

    路政署亦已設立常務委員會，負責監察和檢討已簡化的程序和有關經修訂的《土地（雜項條文）條例》在實施方面的事宜。
  5. Development of the fundamental equations of fluid mechanics and their simplifications for several areas of marine hydrodynamics

    對海洋流體動力學的數個領域發展基礎流體力學方程式及其簡化方程式。
  6. In chapter two, according to n - s equation, considering the couple between liquid and solid, the double - fluid model is used to respectively set up momentum equations of two - phase fluids in condition of basic hypothesis, which are general equations of two - phase fluids. simplifying the equations in boundary layer, the momentum differential equations are required and the boundary conditions are given. in the same time, the simplifying equations and their solutions, in which solid grain satisfies in boundary layer

    第二章依據n - s方程，考慮到液、固之間的相間耦合，在基本假設條件下，採用雙流體模型，分別建立液、固兩相的動量方程，它是固液兩相流體的一般方程式；對其在邊界層流區內進行量級比較，得到邊界層動量微分方程並給出其邊界條件，同時也得到固體顆粒在邊界層內所滿足的簡化方程及其解的表達式。
  7. Aiming at the height - field transitional state sampled from planar topology, the simplification process based on th distance and the refining process based on appearance attribute can be separated with the help of the hierarchical qua - tree storage. as the result of successful separation of the above 2 processes, the hierarchical multi - resolution expression can be generated with real - time interactivity, in which the appearance of each resolution can be also preserved

    提出了過渡狀態的多解析度表達方法，針對工程實際中各類高度場過渡狀態數據對象，通過層次四叉樹的存儲結構將基於rh特性的簡化過程與基於顯示效果的細化控制過程相分離，分步式地實現了多解析度層次細節表達的交互性與實時性，而且使得特定解析度下的表達具有顯示效果保持的特點。
  8. In mmse based detection algorithms it ’ s inevitable to do the matrix inversion operation, and we have found by analysis that such matrices are all positive definition hermite matrices. so, in chapter three, by renumbers the looped variables we induce a new matrix inversion algorithm and based on the symmetry of the data we further

    由於基於mmse的檢測演算法中會不可避免地遇到矩陣求逆運算，經過分析發現此類矩陣均為正定hermite矩陣，根據此類矩陣的特點引入了變量循環重新編號法求逆演算法，並且根據運算過程中數據的對稱性提出了進一步的簡化方案。
  9. The next this text is based on the appearance theories, according to the characteristics that the temperature dispersion of super thick mass concrete planceer of high - rise building primarily is an even difference in temperature and an even constringency, suppose the level shears are line with the displacement, adopting a big physical volume concrete of planceer in flexibility foundation for plank computing model, from theoretically deducing the difference in temperature of mass concrete contracting should basic formula of dint, and analysis the crack rule and the influence factor of mass concrete temperature contract, and bringing up the theory calculation method about temperature stress of mass concrete and the biggest whole method that sprinkle the length, at the same time according to basic formula of the temperature stress of mass concrete and the concrete construction experience, bringing five technique measures to prevent the temperature crack of mass concrete

    其次本文以唯象理論為基礎，根據高層建築超厚底板大體積混凝土承受的溫差主要是均勻溫差和均勻收縮的特點，闡述了大體積混凝土溫度應力理論計算的簡化方法和最大整澆長度的計算方法，同時根據大體積混凝土溫度收縮應力基本公式和大體積混凝土結構施工經驗，提出了防止大體積混凝土溫度裂縫的五項技術措施。最後本文以廈門郵電大廈3 . 5m超厚底板施工為實例，從大體積混凝土溫度應力計算、混凝土保溫材料厚度計算、混凝土配合比的確定，鋼筋工程、模板工程、混凝土的泵送和澆築以及大體積混凝土內部溫度的監測和後期養護等方面進行了理論應用。
  10. ( 2 ) it negotiated the idea of xp programming. it put forward the process of making unit testing, the method of predigesting the content of it, and the measures of realizing the simple design. ( 3 ) it analyzed the relations of xp team practices

    （ 2 ）討論了xp編程的思想，給出了進行單元測試的步驟、對單元測試內容的簡化方法，為實現簡單設計而在消除重復代碼上所採取的功能細粒度、創建新方法的措施。
  11. Based on the previous research results, the author takes nonlinear temperature load equivalent to linear temperature load and calculates temperature stress by fem. it analyses the whole and the part temperature effect on rigid - framed arch bridge and compares different thermal stress of different bridge structure by the simplified methods. the research offer advices for this new style bridge

    本文在總結前人工作的基礎上，分析探討將非線性溫度荷載等效為線性溫度荷載，同時採用有限元計算溫度應力的簡化方法；並利用這種計算方法對剛架拱橋的整體和局部的溫度效應以及不同橋型溫度效應的不同進行了分析比較，為這種新橋型的工程設計提供參考，還通過實測結果驗證上述方法的正確性，並進行了修正。
  12. Analysis on earthquake - induced differential settlement of an actual building was accomplished by using the simplified method proposed by authors

    摘要以山東淄博晨報華源大廈為例，運用簡化方法實現了對實際工程不均勻震陷分析。
  13. The paper put forward a new method of machining different top and bottom shaped workpieces based on difference interpolation theory, the method calculated the displacement of prp and psp plane to equivalent accumulated displacements of uv and xy plane, which was of advantages for simplifying programming, reducing accumulative errors caused by traditional calculation method and increasing machining precision

    摘要提出了基於差分插補理論的加工上下異型面工件的新方法，把工件的下表面（參考平面， prp ）和工件的上表面（第二平面， psp ）上的插補運動位移換算為uv及xy兩平面上的位移疊加，具有簡化編程、減小傳統計算方法產生的累積誤差、提高加工精度的明顯優點。
  14. Fourthly, compared with calculate results for typical section of a culvert soft - base reinforcement project in the water way to sea of huaihe river engineering by the plane strain fem based on biot consolidation theory, measured data and simple calculation result, the simple calculation method proposed in this paper is proved to be reasonable and verified, and is more referenced by congener project

    （ ）採用平面應變比奧固結有限元法對淮河入海水道某涵閘軟基加固工程進行了數值計算，通過對比數值計算結果、實測值及簡化方法計算結果，證明了本文提出的沉降計算簡化方法的正確性和適用性，所得結論對于同類工程具有一定的參考價值。
  15. Thirdly, it dissertates process integration and gives the rule - based method of business process simplification, which is the means in principle to business process reengineering, including : simplification based on perspectives of management concept - deleting activities which is not necessary and no value added, simplification based on process information flow analyzing hyper - graph - integration of activities and process structure optimizing using information system - process integration. following this, gives instance of process simplification based on rules

    然後論述了過程集成並從大的方面給出了經營過程重組的原則性方法：基於規則的過程簡化方法（基於管理思想的簡化? ?刪除不必要的活動和不增值的活動、基於信息流的過程簡化? ?活動合併和基於信息技術的過程結構的優化? ?過程集成） ，並給出了基於規則的過程簡化的實例。
  16. In order to simplify the perturbation equation, we assume that the system is homogeneous in equilibrium state and poisson ' s equation describes only the relation between the perturbed density and potential function

    為了簡化方程，假定平衡時的系統是均勻的， poisson方程只建立擾動后的密度和勢函數之間的聯系。
  17. The comparisons of analytical solutions of the model with numerical simulations of the nnlse show that the model is of excellent accuracy in the case of strong nonlocality and is still valid even if the characteristic length of the material response function approaches about three times of the total spatial extent occupied by the two beams

    數值解與解析解的比較結果顯示：在強非局域條件下我們所獲得的nnlse的簡化方程是十分精確合理的；當介質響應函數的特徵寬度約為光束所佔空間尺度的3倍時，我們推導的簡化方程依然適用。
  18. 2, study ing and perfect ing the algorithms of walkthrough in virtual environment, accelerating the walkthrough in virtual environment in this paper, we evaluate the advantage and disadvantage of the current algorithms of walkthrough in virtual environment by the rendering process of photorealistic graphics, and then brought forward a new algorithms of real time walkthrough based on the integrated polygon and texture

    2 、研究並改進虛擬環境漫遊演算法，加速虛擬環境的漫遊本文通過真實感圖形的繪制流程米評價目前虛擬環境漫遊常用演算法的優劣，提出了相對較新的一種基於幾何和圖像混合簡化方法的實時漫遊演算法。
  19. Rather, it s a simplified alternative for developing server - side applications quickly and easily

    相反，它提供了一種快速而又方便地開發服務器端應用程序的簡化方法。
  20. This paper presents a basic law of the simplified equation of surface of degree 2, especially the law of the simplified equation of surface of degree 2 with two equal zero roots

    摘要給出一種簡便的二次曲面簡化方程的基本定理，特別給出二重零特徵根二次曲面簡化方程的定理。
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