layer method 中文意思是什麼

layer method 解釋
成層法
  • layer : n 1 放置者，鋪設者，計劃者。2 【賽馬】（一般）賭客。3 產卵的雞。4 【軍事】瞄準手。5 層；階層；地...
  • method : n 1 方法，方式；順序。2 （思想、言談上的）條理，規律，秩序。3 【生物學】分類法。4 〈M 〉【戲劇】...
  1. Vulcanized rubber - determination of accelerant - thin layer chromatographic method

    薄層色譜法
  2. A method to calculate quantitatively the adsorption volume or adsorption space of per mass of adsorbent derived from both the adsorbed molecule volume and the maximum adsorbance of a solute in an adsorption isotherm under a given experimential condition is presented firstly for a solid / liquid adsorption system of the solute in a dilute aqueous solution. this method is suitable for not only mono - layer adsorption, but also mani - layer adsorption and micelle adsorpion of surfactant constructed by hydrophile and lipophile groups. therefore, the surface concentration of the adsorbate, cs, deduced from the adsorption volume is possessed of the meaning of true concentration, and the value of the patition coefficient of the adsorbate between solid and liquid phass, p, attained by the cs and the c, solution concentration of the adsorbate, can be accurate. the foregoing a set of calculations are presented for the solid - liquid adsorption systems consisted of the wool fiber and separately dodecyltrimethyl - ammonium bromide ( dtab ) and hexadecyltrimethyl - ammonium bromide ( ctab ) in this paper. this provides a strong basis for adsorption thermodynamic investigation of adsorbate

    對稀溶液中溶質的固/液吸附體系，首次提出了根據吸附分子體積和實驗條件下吸附等溫線中的最大吸附量計算單位質量吸附劑的吸附體積或吸附空間的方法.此法適用於單層吸附，也適用於多層吸附和具有親水親油結構的表面活性劑分子的膠團吸附.由此，吸附質的表面相濃度cs具有真實濃度的含義，相應地，計算得到的溶質的固/液分配系數p就有了準確值.分別計算由溴代十二烷基三甲銨（ dtab ）和溴代十六烷基三甲銨（ ctab ）與羊毛纖維構成的液/固體系分配系數等，為溶質吸附的熱力學研究奠定了基礎
  3. 4. an object detection method with em ( expectation maximum ) algorithm of dynamic layer representations is researched and improved. previous algorithm contains optical flow computation, affined transformation, and clustering algorithm, and it is not convenient for detecting object quickly

    4 .分析並改進了基於em （ expectationmaximum ）演算法的運動目標分層檢測演算法，早期演算法由於涉及光流場求解、仿射變換、聚類合併等復雜運算，計算量大，不適合圖像序列的快速處理。
  4. Multiresolution wavelet is widely used in antinoise application because of the correlation of different layer wavelet coefficients. this paper presents a method called " shifting different layer coefficients " to suppress noise and pick - up the edge

    多尺度小波系數由於其相關性而在去噪中得到應用，本文提出利用多尺度小波系數的移位相關的性質來最大限度的抑制噪聲，提取邊緣。
  5. Method : gastrodia data blume and ramulus uncaria cum uncis were differentiated by thin layer chromatography ( tlc )

    方法：用薄層色譜法對天麻、鉤藤進行鑒別。
  6. Novak layer method is introduced to obtain the vertical dynamic impedances of both an end - bearing pile and a floating pile in a homogenous stratum. and the vertical dynamic impedances of single pile are analyzed in homogenous elastic soil, inhomogenous viscoelastic soil homogenous viscoelastic soil. at the same time, the factors to influence the impedances of single pile are examined

    本論文採用novak薄層法，推導了在均質地基中，端承單樁和摩擦單樁的動阻抗；並全面分析和對比了均質彈性、均質粘彈性和非均質粘彈性地基模型中的單樁的動力阻抗，考察了各種因素對單樁動力阻抗的影響程度。
  7. Thorough research about nowadays theorems and calculating methods of deep foundation pit bracing, pointed out problems and shortcomings about present methods, developed finite layer method, figured out a new theorem - - divided - strip method

    對現有深基坑支護理論及計算方法進行了深入的研究，指出了現有方法存在的問題與不足，發展了有限層法，提出了條分法有限單元法的計算理論。
  8. Based on the resolving algorithm of continuous - layer method, the time order analyzing curves, acceleration curves and the response spectra of transfer function at the different points of the ground and at the same point on the different ground conditions are gained. it demonstrates that the responses of ground in x, y and z axial directions all change by time, and the obvious wave propagation appears in ground. for different observing points on the same ground condition, at more distant points from the load line, the less swings are found, that is to say, vibration possesses the obvious characteristic of attenuation

    基於分層法的解析演算法，得到了在不同點以及在同一點但不同地質條件下的時程分析曲線、加速度變化曲線和傳遞函數反應譜，結果表明，地基土在x 、 y 、 z三個方向的響應都是隨時間變化的，並且伴隨有明顯的波動現象產生；對于相同地質條件的不同觀察點，距離荷載作用線越遠的地方振幅越小，即振動具有明顯的衰減性。
  9. Thin boundary layer method

    薄邊界層法
  10. An integral boundary layer method based on the dissipation integral is used to account for viscous effects

    考慮附面層影響，通過粘/位迭代得到跨音速翼/體的非定常氣動力。
  11. Theorems and practices both verified that, among all methods on solving pile structure under horizontal loads, divided strip finite layer method have more virtues. the results can be obtained very easily with less data and calculating accuracy can be also controlled. this method affected the bracing engineering greatly and was suitable for engineering under complex geological conditions

    理論與實踐證明，在解決樁結構水平抗力計算中使用條分法有限單元法具有有限單元法的優點同時具有演算法簡單處理數據少、可控計算精度等優點，對于支護工程有較大的指導意義，適合在地理條件復雜的深基支護工程中推廣採用。
  12. In this paper a new design idea has been put forward that combines the oo - layer method with unification method to realize the integration of relation database and object - oriented database. we also present the concepts and structures of power system basic class database and simulation database

    本文提出了將oo - layer法與合一法（ unification ）揉合起來實現關系數據庫與面向對象數據庫集成的設計思想和電力系統基類數據庫、模擬數據庫的概念及其體系結構。
  13. Then, combined with the mechanism of vacuum preloading and based on the layer method, settlement calculation of vacuum preloading was analyzed. the study shows that the vacuum degree under membrane equivalent load method does not accord with the mechanism of vacuum preloading. based on the layer method, vacuum degree difference method and effective stress method are presented. the results show that the final settlement calculated by the vacuum degree difference method is more close to the observation results

    然後，結合真空預壓的機理，基於分層總和法的思想，對真空預壓沉降計算方法進行研究：指出用現有的膜下真空度等效荷載法進行沉降計算不符合真空預壓機理；提出了符合真空預壓機理的真空度差值法與有效應力法，前者所推算的最終沉降量較接近實測推算結果，後者與實際結果存在一定差距。
  14. Nonlinear finite layer method is established. take the methods of calculation of nonlinear elatic modul above for an example of nonlinear finite layer calculation. 4

    提出了非線性有限層法，並將上述計算土體非線性彈性模量的方法運用於具體的非線性有限層法計算； 4
  15. Based on the finite layer method and finite element method, a numerical analysis model of pile - soil interaction is established for single pile. it is proposed to transform a half infinite space problem into a 2 - d quasi - plane problem

    對于單樁，本文以有限層地基模型和平面有限元法為基礎，建立了能夠反映水平荷載下樁土共同作用的彈性數值分析模型，把半無限空間問題轉化為準二維平面問題。
  16. Therefore, it is no time to delay that refining the design method of tall buildings. in this paper, tall frame and layered soil are treated as a single continuous system and an interactive analysis method is presented using finite element method and finite layer method. the settlement of foundation and the internal force of the frame are calculated with different stiffness of the superstructure

    本文基於共同作用分析法研究高層框架和樁基礎的設計，即將高層框架與樁基礎視為一個統一的整體，採用有限元和有限層法進行共同作用分析，研究了上部結構剛度變化等因素對基礎沉降與框架內力的影響，並與常規設計法進行了比較分析，為改進和提高框架結構設計的安全和經濟提供了依據。
  17. Efm use ordinary ethernet frame to transport oam information but special destination address and type code field, considering epon protocols were standarded last year, most of the network device may not recognize the oam frame above data link layer, so we use linux access link layer method to construct / capture oam frame at l2

    Ieee802 . 3ah協議規定使用標準的以太幀作為傳送oam信息的載體，但使用特殊的組播目的地址域和類型/長度域，以區別普通的以太數據。由於協議是2004年剛頒布的，所以現有的網路設備很可能不能識別新的oam幀，這就需要在數據鏈路層對數據包進行捕獲和構造。
  18. In particular, a boundary - layer method is included to permit the specification of boundary - layer developments

    尤其是邊界層方法包括允許指定邊界層的發展
  19. The rational depth of single layer, method of compaction, standard of compaction is provided. construction mechanic is summed up to keep the quality of sub - grade

    針對高填方回填土的沉降量與時間的關系，找出合理單層厚度、壓實方法、壓實標準，總結施工工藝，保證路基質量。
  20. According to the traits of flm, semi - numeric and semi - analytic, the symbolic math toolbox of matlab is used to deduce the formula of flm. the deducing procedure shows that it is very convenient to get the analytic solution while facing the complicated geotechnical problem. based on the accomplished research, the following methods in this dissertation is adopted : biot consolidation finite layer method ( bcflm ) is used to analyze the pile - soil - raft interaction system which takes soil consolidation into account

    本文假定筏板為剛性，以biot固結有限層方法（ bcflm ）計算樁?土、樁?樁、土?土之間的彈性相互作用，採用傳遞函數法模擬各樁的非線性工作性狀，樁身採用一維桿單元模擬，同時根據靜力平衡條件，確立了考慮土體固結的樁?土?承臺共同作用分析方法。
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