經典結構程序 的英文怎麼說

中文拼音 [jīngdiǎnjiēgòuchéng]
經典結構程序 英文
classical structured program
  • : 經動詞[紡織] (把紡好的紗或線梳整成經紗或經線) warp
  • : Ⅰ名詞1 (標準; 法則) standard; law; canon2 (典範性書籍) standard work of scholarship 3 (典故...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : 名詞1 (規章; 法式) rule; regulation 2 (進度; 程序) order; procedure 3 (路途; 一段路) journe...
  • 經典 : 1. (具有權威性的著作) classics 2. (宗教教義著作) scriptures 3. (著作具有權威性的) classical
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  • 程序 : 1 (進行次序) order; procedure; course; sequence; schedule; ground rule; routing process 2 [自動...
  1. In this thesis, the author aims to make a research on the formula and procedure of fugue structure by analyzing some classical works on the basis of three basic data and one design drawing

    對賦格式性及賦格寫作過化進行研究,從剖析作品入手,以三個數據、一張圖式統籌前期工作,是作曲執筆寫作時需關注的前提條件。
  2. According to the geological data which was gained by exploration investigation, establishing a geological model which can reflect rock mass characteristics ; with analyzing the internal and exterior factors synthetically, the deformation and possible failure mechanism and mode of the cut slopes was confirmed which combines with stereoic projection and other techniques ; the stabilities of the 14 high slopes are estimated synthetically by applicable design codes and guidelines. with the estimate result and some other analysis methods, the rock mass mechanical parameters of slope are identified ; as a results, 14 high slopes fall into 4 categories based on rockmass characteristics and discontinuities. the stability and deformation of some typical slopes was analyzed with distinct element method by udec ; the safety factor of some dangerous slopes are calculated by rigid limiting equilibrium method for comparison

    首先著重研究影響邊坡穩定性的內在因素,主要是通過地質勘探、測量、現場觀測等手段取得研究區地質體的基礎地質資料,建立起能夠反映地質體特徵的地質模型;隨后綜合分析潛在的內外部影響因素,並合赤平投影對邊坡可能的失穩模式或破壞機製作出判斷;運用已有巖體質量分類方法對沿線14個高陡邊坡穩定性進行初步的評價,並合試驗研究、驗判斷、工類比等手段確定了坡體的巖體力學參數;根據穩定性初步評價果將研究區14個高陡邊坡按開挖方式分為4大類,並利用離散元udec對各類型高陡邊坡進行了穩定性計算分析;對潛在危險邊坡利用剛體極限平衡法求出了不同工況下的安全系數。
  3. In order to study the influence of evolvement of permeation character induced by mesoscopic structural characteristics on macroscopic mechanical behavior and fracture mechanism, a nonlinear constitutive equations describing the relationship between damage of rock and seepage is proposed based on mesoscopic damage mechanics and biot seepage mechanics theory and coupling system of flow & solid in rock failure process analysis, f - rfpa2d, is developed to simulate the variation of permeability as well as coupling mechanism between seepage and stress during the initiation, propagation and coalescence of cracks in rock. this study also extends the research field of original rfpa2d

    為了分析細觀特性變化引起滲透性演化對宏觀力學行為的影響,並進行滲流應力耦合作用下巖石破裂機制的研究,本文基於細觀損傷力學和biot滲流力學,建立了巖體損傷非線性本和滲透率關系模型,開發出巖石破裂過滲流-應力耦合分析系統( couplingsystemofflow & solidinrockfailureprocessanalysis簡稱f - rfpa2d ) ,拓寬了原有rfpa2d的研究領域。
  4. The supporting environment of the system is formed with the integrating of apache and tomcat server. after studying the hydrostatic bearings ’ structure, function and design method, several typical and applied hydrostatic bearings and guide rails are selected, so the function of the remote design service comes true by the dreamweaver platform for programme exploiture and the techniques of html and matlab. the method is feasible after debugging

    在上述研究的基礎上,提出了matlabwebsever的遠設計服務方案,集成了apache和tomcat服務器,形成了系統的支持環境;以dreamweaver為開發平臺,採用html和matlab等技術,在研究液體支承的、功能和設計方法的基礎上,選取了幾種型、實用的液體靜壓軸承和導軌,實現了其遠設計服務的功能,調試,方法可行。
  5. Based on the pim, the closed - loop and closed - open - loop control algorithm under the instantaneous optimal control strategy are acquired, so it has practical significance in active control. at last, the simulation analysis of numerical examples demonstrate that the methods are superior to the conventional numerical methods, and has excellent precision, efficiency and stability

    最後,在c + + builder環境下編制各演算法,算例模擬果表明,本文演算法優于數值解法,有很好的計算精度、效率及穩定性,且精度易於控制;同時,用精細積分下控制演算法進行控制模擬,得出較理想控制效果。
  6. This thesis outlines the aim and the significance of the economic evaluation and studies in detail economic evaluation methods of industrial investment project construction, on the basis of the newest studying achievements in economic evaluation field at home and overseas. meanwhile, the thesis adopts a number of economic evaluation methods for analyzing and calculating some typical projects and makes the relevant conclusions in combination with industry and enterprise realistic practice. furthermore, through practicing in the software development of the economic evaluation of the industrial investment project for hongdu aviation industry group, the author studies a lot of problems and experiences in ec onomic evaluation software design process, and puts forward the complete design thought, design principle, modular construction, software platform and programming tools

    本文闡述了工業投資項目濟評價的目的、意義,並通過系統調研國內外濟評價領域的最新成果,對工業投資項目建設的濟評價方法作了詳細的研究,同時,合了工業企業的實際,採用了部分濟評價方法,對幾個型項目作了分析計算,得出了相應的論,同時,通過參加洪都航空工業集團工業投資項目濟評價軟體的開發,描述了濟評價軟體設計編制的諸多問題和驗,並從系統的設計思想、設計原則、模塊、開發平臺和編工具等方面給予了充分的介紹,最後根據濟評價方法的研究和的實際運行效果及取得的濟效益進行了總
  7. Based on the theory model of quantum computing and the quantum computing technique in existence, we have proposed the cooperating architecture of quantum computer. in this architecture, it uses the classic processor as its control unit, and use the quantum arithmetic logical unit and quantum memory unit as its co - process unit

    針對這種情況,通過對量子計算技術的深入研究,全面剖析現有量子計算系統,借鑒計算機中的研究成果,作者提出了協同量子計算機體系方案,在該方案中,使用計算機完成量子中的常規數據處理和邏輯控制,而將量子計算部件做為協處理器,只負責完成量子計算。
  8. On the basis of the loess distribution, engineering geology and specific properties of road use in gansu province, this paper divides traffic volume grade according to the conditions of transportation of all high - grade highways which are being built and have already finished. besides, it analyses the relativity of three different test methods, establishes the related relations, and divides their strength grade after measuring rebound module of subgrade of the representative high - grade highways in gansu loess area. furthermore, it recommends the common semi - rigid and asphalt concrete design parameters by comparing the experiment in doors to outdoors, and draws up the optimized design program aga - lq based on advanced genetic algorithm and solves the non - liner optimization design model of asphalt pavement construction by computer

    本文基於甘肅黃土分佈、工地質及路用特性研究,對該黃土地區在建和已建的全部高等級公路交通狀況進行了詳細調查和分析,劃分了交通量等級;對甘肅黃土地區代表性的高等級公路,利用三種不同方法實測了土基回彈模量,分析了各測試方法的相關性,建立了相關關系,對土基回彈模量進行了強度等級劃分;通過室內外試驗比較,推薦了常用的半剛性材料和瀝青混凝土設計參數值;利用計算機編制了基於改進遺傳演算法的優化設計aga ? lq ,並成功求解了瀝青路面非線性優化設計模型;最後計算提出了甘肅黃土地區高等級公路瀝青路面,並編制了查詢圖庫軟體cx ? lq ,供設計單位直接選用,科學簡便地解決了甘肅黃土地區的路面設計問題。
  9. The operational method ( 1 ) set up new organization, let the model manager act as team leader of multi - functional innovative task force ; ( 2 ) do business process reconstruction by setting order information flow as a core, make sales order work as tracking tool for evaluating the performance of model manager, and other functional manager ; ( 3 ) change the traditional relationship between employee and their supervisor, prior operation and next operation to inner market relationship ; ( 4 ) set up and run sbu system of setting the target, performance measurement and incentive method ; ( 5 ) advocate the cultural atmosphere of creativity and innovation

    操作方法: ( 1 )建立新型矩陣組織,使型號理成為橫向跨職能產品創新團隊的主體; ( 2 )實施以定單信息流為核心的業務流再造,使定單成為追蹤型號理與主流、支持流職能理之間市場支持關系的工具。 ( 3 )將型組織中的上下級關系、前後工關系改造為內部市場關系; ( 4 )建立和運行sbu目標設定、業績衡量和激勵體對海爾有效實施產品創新「市場鏈」機制的探索系; ( 5 )營造「創業」 、創新的企業文化氛圍。
  10. The first chapter in this paper provides a survey of data mining technology, and explains basic concepts, function and the whole framework of data mining and difficulties in developing and some future directions in association rule generation ; the second chapter introduce the basic concepts, brings forward a classification of association rule ; the third chapter give a deep research on algorithms of every kind of association rule, include mining single - dimensional signal - level association rule and multidimensional multilevel association rule, it describes these algorithm, point out some method to optimize this algorithm and test its quality with experiments ; the fourth and fifth chapter introduce the designs about association rule mining system basing on relation database visual foxpro in detail : according to system frame of the association rule mining, actualize a new mining algorithms and analyses every function module of program, at last further analyses the left problems in designs

    本論文第一部分對數據挖掘技術進行了總體介紹,說明了基本概念、功能和系統總體框圖以及發展中的難點和研究方面;第二章對關聯規則基本概念的進行了介紹,提出了關聯規則的分類方法;第三章探討了挖掘各種關聯規則的演算法,從挖掘單維單層布爾關規則的的apriori開始,分析了挖掘單維、多層關聯規則的演算法,多維關聯規則的演算法到多維多值屬性關聯規則的演算法。文中提出演算法優化方法,並對其性能進行了實驗測試;第四部分、第五部分詳細介紹了基於關系型數據庫的關聯規則挖掘系統的設計思,根據關聯規則挖掘系統框架,實現了基於visualfoxpro的關聯規則挖掘系統,其于採用了一個新型的基於關系數據庫的關聯規則挖掘演算法,提高了挖掘效率,並詳細分析了設計的各個功能模塊,最後就設計中遺留的問題進行了進一步的分析。
  11. The cold - formed square hollow section columns are widely used in various structures such as building structure, trusses, space frames and offshore plates etc. this paper is mainly doing the research on load carrying capacity of the cold - formed square hollow section columns under axial load, the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold - formed square hollow section is presented by finite element analysis, and is compared with the result given by classical elastic buckling theory ; ( 2 ) the elastic - plastic non - linear behavior of the cold - formed square hollow section columns analyzed by ansys is presented ; ( 3 ) by using material model, and geometry nonlinear analysis, the cold - formed effect to stub columns of cold - formed square hollow section is studied ; ( 4 ) by using an material model, the geometry nonlinear analysis, the influence of initial geometrical imperfection to stub columns of cold - formed square hollow section is also analyzed ; ( 5 ) the load carrying capacity of the cold - formed square hollow section columns, which are including the cold - formed effect and influence of initial geometrical imperfection is analyzed by non - linear finite element, and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018 - 2002

    冷彎方管作為軸心壓桿廣泛用於房屋、桁架、網架、塔架以及海洋平臺等中,本文主要研究軸心受壓冷彎方管的承載力性能,內容主要包括以下一些: ( 1 )對冷彎方管的彈性臨界應力進行有限元分析,並與理論果進行對比,以驗證有限元的適應性; ( 2 )闡述冷彎方管採用有限元彈塑性非線性分析理論及應用ansys軟體的非線性分析方法; ( 3 )採用彈塑性模型,考慮幾何非線性及材料非線性,對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應進行有限元非線性分析研究; ( 4 )考慮冷彎效應對屈服應力的影響,對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進行有限元非線性研究; ( 5 )考慮冷彎效應、幾何初始變形,對不同長細比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進行有限元非線性研究,並與試驗果以及我國現行規范gb50018 ? 2002計算果進行對比分析。
  12. A new type data - structure which is very suitable for graphical process the model of cable - membrane structure was presented in detail. through the developing instance, the maneuverability of this type of data - structure was verified. the cable - membrane cad ( cmcad ) which is developed in this paper has the basic function for the design and analysis of cable - membrane structure

    同時,基於節點力平衡原理,採用子的數值方法,提出了一種形態分析的新方法,編制了相應的分析,通過算例及工實例對其可行性進行了驗證,並指出了這種方法的優、缺點,針對其缺點,提出了相應的解決措施。
分享友人