bottom complex 中文意思是什麼

bottom complex 解釋
底波波叢
  • bottom : n 1 底,底部。2 地基,基礎;根底;底細,真相,原因,根源。3 (樹的)根干;(山)麓麓;〈方,常 pl...
  • complex : adj 1 復雜的,錯綜的。2 合成的,綜合的;【化學】絡合的。3 【語法】復合的;含有從屬子句的。n 1 復...
  1. In the design, the construction measures such as application of shrinkage - compensating concrete, arrangement of spacing layer between the foundation rock and the bottom slab, adding outside waterproof layer, flexible connection between outlet pipe with side - wall, integerated concrete placement of pump seat with bottom slab and design of reinforcement with application of advanced calculation theory are used according to the characteristics of lager span, larger volume and complex loading conditions of the understructure

    針對下部結構跨度大、體積大、受力復雜的特點,在設計中採取多種措施,包括採用補償收縮混凝土、基巖與底板間設隔離層、增設外防水層、出水管與邊墻採用柔性連接、機座與底板整體澆注、採用先進計算理論指導配筋。
  2. This software was partitioned of bottom drive, middle control units and application layer three layers. it realized the de - multiplexing of complex ts and real time preview and recording of program, efficiently, expediently, intuitively. and the recoding material can be uploaded to center media library straight, which provide a plenty of program resource for the vod system

    該軟體系統分為底層驅動、中間層控制項和應用層三個層次,實現了ts流的軟解復用和節目的實時預覽收錄,高效、便捷、直觀性強,收錄素材可直接上載到中心節目庫,為城域vod提供了豐富的節目來源。
  3. The pseudo - muscle method is used to implement all the low level faps which mimic the elastic deformations of the skin in each region and the rigid motions of the face. to generate the face animation freely, we construct a multi - level control model of face animation which is complex to simple, low level to high level from the bottom up. last, we develop a 3d face animation system compliant to mpeg - 4. in our system, fdp stream is imported to personalize the generic face model

    該方法首先根據mpeg - 4人臉模型規范對人臉模型進行功能區域的劃分,每個功能區域都有一些與fap相關的控制點;然後採用偽肌肉模型的方法,實現了fap集中所有的低級動畫參數,這些動畫參數模擬了每個功能區域的肌膚彈性形變以及臉部的剛性運動;建立了一個從下至上由復雜到簡單,由低級到高級的多層次的人臉動畫控制模型,這種控制方式方便了人臉動畫的生成。
  4. In addition, side - tracking in old wells can produce residual oil between wells and on structural high, improve pattern arrangement, and control bottom water coning ; it is an effective method for developing minor fault block reservoir with complex lithology and bottom water

    同時,老井側鉆既能挖掘井間及高部位剩餘油,完善井網,又能有效控制底水錐進,是復雜底水小斷塊油藏經濟高效開發的措施方法。
  5. In some cases this will give a full description of the dialog immediately, whilst in other cases ( mainly for the more complex dialogs ), a brief description will be given with a " more " button at the bottom of the text

    有時候能立刻提供對話框的完整描述,而某些時候(主要是針對更復雜的對話框) ,一個帶有「更多」按鈕的描述摘要將顯示在文本下方。
  6. Research section braided distributary channel sandstone is mostly positive rhythm, and high porosity and seepage rate in its central - top section, low seepage rate kalk interbed in its bottom. underwater distributary channel sandstone is relatively homogeneous positive rhythm, high porosity and seepage rate in its bottom, its top low. distributary mouth bar sandstone is complex rhythm, many interbeds inside

    研究區宏觀非均質性特點為:研究區辮狀分流河道砂體以正韻律為主,高孔、滲帶在砂體中上部,底部常存在低滲透率鈣質夾層;水下分流河道砂體為較均質的正韻律,下部孔滲高,上部孔滲變小,分流河口壩砂體為復合韻律,砂體內部夾層多。
  7. 2. the complex stiffness corresponding to three bearing conditions of semi - infinite elastic subgrade, finite elastic soil layer and end bearing at the pile bottom are theoretically investigated, and analytical expression of the complex stiffness corresponding to finite elastic soil layer bearing condition is obtained. the special influence of bearing conditions on dynamic response at pile head is then discussed

    2 、對剛性支承、有限厚度土層支承和半無限空間支承三種樁底部支承情況下樁底支承復剛度和樁周土底分佈支承復剛度的解析表達及其特性進行了推導論證,通過假定樁底土為與樁等截面的土柱推導求得有限厚土層支承條件下樁底支承復剛度的解析解,並據此分析了不同底部支承邊界對樁頂響應的影響。
  8. The software adopts eofs to describe the sound speed profile in the sea, and takes its bottom depth parameters from inputed digital chart. the software can process more complex 3 - dimension sound field

    軟體中採用經驗正交函數來描述海洋中的聲速剖面,海底深度參數以數字海圖的形式輸入,可以處理較復雜的三維情況下的海洋環境聲場。
  9. According to the selected project, a stability test with scale of 1 : 35 of cushion bottom had been done. with the research results of the experiments and the flow shape of xiao wan hydraulic power station were thought about, on the other hand, the ternary complex jet shape of baishan water cushion was analyzed, all this gave a base for the analysis of the force of the cushion bottom. through observation, the dynamic water pressure, the fluctuation pressure, the time - homogeneous pressure on the surface of the bottom and the characteristics of the fluctuation pressure could be got, also the calculation method and the test results were compared to get the argument

    針對選定的方案,進一步做了1 : 35比尺的水墊塘底板穩定性試驗;通過試驗及借鑒小灣水墊塘內水流流態的研究成果,分析白山水墊塘內三元復雜淹沒射流流態,為水墊塘內底板受力分析打下基礎;通過觀測得到水墊塘底板動水沖擊壓力、脈動壓力、底板上下表面的時均壓力及脈動壓力特性,並通過計算方法與試驗成果進行相互比較論證。
  10. Abstract : optimum design of individual foundation considering the effect of strength and deformation is discussed in this paper. the optimal mathematical model of determining the bottom surface demention of individual foundation under eccentric load is derived. the optimal solution is decided by method of optimization and the method we select is penalty fonction and complex method. the program of optimum algorithm is comiled and design and drawing of individual foundation is completed. the final results of engineering samples suggest that the cost of material and engineering amount can reduce approximatly 5 % - 6 %. a fair - sized economic efficiency can be received by using optimum method to design foundation

    文摘:筆者討論了獨立基礎在考慮強度和變形條件下的優化設計.導出了確定獨立基礎底面尺寸的優化數學模型,導出了偏心荷載作用下基礎的高度和底面配筋的計算公式,求解優化解採用最優化方法的復合形法和罰函數法.通過基礎實例和工程實例的計算表明優化設計可以節省材料和工程量5 16 .所以將本文優化方法用於基礎設計,會產生較大的經濟效益
  11. To raise the applicability and development of the software, the industrial standard technique and that has extensive applicability is chose as far as possible in course of software development : develop independently from bottom layer with windows as platform, and visual c + + as development tool ; develop a set of reasonable class hierarchy with object oriented method as guidance ; make use of multiple threads technology to implement complex calculation ; use database to realize resource sharing and data maintaining ; choose opengl to draw and

    為了提高軟體的適用性和擴展性,軟體製作過程中盡量選用工業標準技術和具有廣泛適用性的技術:以windows為平臺,以visualc + +為開發工具,從底層自主開發;軟體開發中採用了面向對象方法作為指導思想,開發出一套合理的系統分類方案;利用多線程技術實現復雜的計算過程;利用數據庫技術實現資源共享和數據維護;選用opengl完成圖形繪制任務,實現空心電抗器的可視化設計。
  12. Change rules of soil p and k were complex, and their content was mainly related to parent material. from soil biological properties analysis, soil bacteria, fungi, actinomycetes and total of microbes in the topsoil were higher than in the bottom layer

    各林地土壤腐殖質、胡敏酸和富里酸含量表層大於底層,在土壤腐殖質組成中, fa含量大於ha ,由於富里酸移動性較胡敏酸強, ha fa表層大於底層。
  13. The key to realize the organized integration of various data sources is how to specify all kinds of data by a unique data schema and mask the heterogeneity of their platforms and data structure, etc. there are some shortage in existing data integration systems : complex conversion of any data schema to the common schema ; little integration about semistructured data ; lackness of interoperability in bottom level communication mechanism based on software component

    實現數據無縫集成的關鍵和困難是如何以一種統一的數據模式描述各數據源中的數據,屏蔽它們的平臺、數據結構等異構性。已有的數據集成技術,存在一些不足:公共模式同各數據源模式的轉換工作繁雜;對結構化數據的支持較好,而半結構化數據不夠重視,數據源參與集成的程度不高;基於軟體組件的底層通信機制缺乏互操作性。
  14. You can stimulate action and get to the bottom of the most complex issue

    你可以刺激行動,並且把徹底了解最復雜的課題。
  15. An extended hyperbolic mild - slope equation, which can take such terms as wind input, bottom friction and nonlinearity of wave into account, here has been deduced into a parabolic one in the form of a series of governing equations described with complex amplitude. it became a complete wave model when integrated with corresponding physical and imaginary ( open ) boundaries, and can be solved through the improved crank - nicholson or the well known alternating direction implicit ( adi ) difference method, both of which can accelerate the convergent speed, expand limitation of the mathematical method and improve the quality of the solution

    本文基於綜合考慮底摩阻、風能輸入及非線性影響的推廣雙曲型緩坡方程,將其進行轉換,產生一個演變方程,其復振幅控制方程為拋物線性,並採用adi差分格式、改進的crank - nicholson格式及相應的物理和虛擬(開)邊界條件進行求解,以提高數值模擬的適用性、數值計算的穩定性、收斂速度及精度。
  16. The method can be used for the influence matrix calculation when an elastic dam has nonvertical or angle upstream face or the conditions of the water and the bottom of a reservoir are complex

    該法可以適用於傾斜、帶有折角的彈性壩面動水壓力影響系數矩陣的求取,並可進一步應用到復雜庫水和庫底情形下的計算。
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