簡單有向通路 的英文怎麼說

中文拼音 [jiǎndānyǒuxiàngtōng]
簡單有向通路 英文
simple oriented path
  • : 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...
  • : 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
  • : 通量詞(用於動作)
  • : 1 (道路) road; way; path 2 (路程) journey; distance 3 (途徑; 門路) way; means 4 (條理) se...
  • 簡單 : 1 (不復雜) simple; uncomplicated; plain; simplicity 2 (平凡 多用否定式) commonplace; ordinary...
  • 通路 : thoroughfare; highway; highroad; route; viae; lead; outlet; approach; passage; gangway; access; c...
  1. Domain ontology can be modeled a simple directed acyclic network, subsumption relation between two concepts can be computed by the ( immediate ) ancestor or descendent algorithm in a ~ ( h ), association degree between two concepts can be computed by the shortest path algorithm in a ~ ( h )

    領域本體可以模型化為一個無環網,概念之間的包含關系可以過a ~ h中的(直接)前驅后繼演算法來求解,而概念之間的關聯度可以過a ~ h中的最短徑演算法來求解。
  2. The content of this paper is arranged as foll owing : chapter 1 introduces the concept of credit, credit risk and credit assessment, as well as the history and development of credit assessment ; chapter 2 introduces the history of ai technology, and the background of expert system and neural network. characters and disadvantages of expert system and neural network are presented respectively and the necessity of combining expert system and neural network is lightened ; chapter 3 shows the process of dealing with sample data, including the treatment of exceptional data and factor analysis, and puts forward the concrete framework of the mixed - expert credit assessment system ; chapter 4 introduces concept of object - oriented technology, and constructs object model and functional model after analyzing the whole system. it also illustrates the implementation of concrete classes by an example of rule class and the inference algorithm in the form of pseudocode ; chapter 5 introduces the structure of the whole system, the major functional models and their interfaces, and the characteristic of the system is also generalized ; chapter 6 summarizes the whole work, and points out the remaining deficiencies as well as the prospective of this method

    本文具體內容安排如下:第一章介紹了信用、信用風險、信用評價的概念,回顧了信用評價的歷史、發展和現狀,並綜合各種信用評價模型,指出這些模型各自的優缺點:第二章描述了人工智慧技術,著重介紹關專家系統與神經網的基礎知識,過總結它們的優缺點,指出結合專家系統與神經網構造混合型專家系統的必要性;本章還介紹了神經網子模塊的概念,提出了混合型專家系統的一般框架與設計步驟:第三章對樣本數據進行處理,包括異常數據的剔除、因子分析等,提出了信用評價混合型專家系統的具體框架結構,介紹了系統知識庫的主要部分、基於優先級的正推理機制的流程、以及基於事實的自動解釋機制的具體實現方法;第四章介紹了面對象技術,進而採用面對象對信用評價系統進行分析,建立了對象模型和功能模型,並在此基礎上,採用c + +語言以規則類為例說明系統中具體類的實現,用偽代碼的形式描述了推理的演算法;第五章描述了整個系統的結構,對系統主要功能模塊和界面進行了介紹,並總結系統的特點;第六章總結了全文,指出本文所構造系統存在的不足以及對將來的展望。
  3. In order to make the sensitivity of 2 - demension accelerometer along the two main arbors almost identical, symmetric four - beam structure that embeds a double - sides interdigitated differential capacitive with puckered beam in two directions was used as sensitive component. in addition, the differential capacitive accelerometer fabricated by bulky silicon micromechanical technique has high sensitivity, wide measurement scope, less nonlinear error, and simple converting circuit. then, the structure parameters of the sensitive component were calculated and stimulated, which results in a set of the optimized structure design parameters, main fabrication procedure and several key fabrication technology

    為使二維振動傳感器在兩主軸方的靈敏度大致相同,敏感元件採用高度對稱的四梁結構,其中每個軸上均採用帶折疊梁的雙側叉指電容結構,採用體硅微機械工藝製作的高深寬比叉指電容式敏感元件,具高靈敏度、寬量程、非線性誤差小、外圍電等優點;對設計的敏感元件結構參數進行了計算,並利用限元法進行了模擬分析,根據模擬結果得出了優化參數;在確定敏感結構的基礎上,研究了敏感元件採用體硅微機械加工工藝製作的工藝流程和關鍵工藝技術;對敏感晶元內部的c - v介面電進行了原理設計與分析,利用差動測量技術得到由振動引起的微小電容變化量,經c - v介面電進行相位調制處理,然後過解調輸出與加速度成正比的電壓信號。
  4. A universal algorithm for detecting all simple paths between any two nodes in weighted directed acyclic network was presented

    提出了一種無環網中任意兩節點間所徑的用搜索演算法。
  5. Different parts in the same seamless system perform different tasks, and the use of oo method becomes the key point in the system integration of netfeaf. by making full use of some strategies like " from top to down ", " divide and conquer " and " step by step ", with the help of oo method, netfeaf creates a new method to build the whole integrated system : using one class hierarchy map to fully stand for the structure of netfeaf, and different parts in netfeaf like cluster class library, fea class library, web fea class library and gravity wharf cad class library can also be further explained by their sub class hierarchies, then the complexity of building netfeaf has been decreased step by step, the whole building procedure becomes much easier, so oo method can really change complexity into simplicity

    Netfeaf系統依據自頂下、分而治之以及層層推進的實現原則,採用了全新的系統構造思,對系統的集成用整體類庫組成圖進行表述,對各組成部分過子類庫再進一步詳細介紹,系統的整體實現被一層一層分解、細化,各組成部分基於統一的計算核心集成在同一個系統框架內,同時相互之間還保持一定的獨立性,獨成一體,正是因為深入利用了面對象的分析與實現手段,整個復雜系統構成從概念上更利於理解,集成更加緊湊,具體模塊的實現也更加迅速高效,面對象方法的變復雜為的策略藝術在系統的具體實現過程中得到了充分展示。
  6. Users can monitor the communications network among different servers, and observe the operations in the entire system the simulation system takes full advantage of the existing operating system resources and network resources, and adopts the tiered, object - oriented design methodology. it has modular structure, level - based, simple interfaces, adaptable, and

    本模擬系統充分利用了現的操作系統資源和網資源,採用分層的、面對象的設計方法,具結構模塊化、層次化、介面、適應性強、升級擴展方便等特點,並可根據本系統的訊設計規范進行二次開發,具良好的開放性和實用性。
  7. Based on qualitative analysis and comparison of several options for suppressing transverse vibration on deck type steel plate girder of railway bridge, conclusions are made as follows : with static reinforcing, the vibration amplitude can be suppressed to some extent, but quasi - resonance of the bridge can not be avoided, moreover, the construction is inconvenient and costly. with option of two bridge connection, the effectiveness of vibration suppression is clear ( the damping ratio approaches 50 % ) and it is fairly economic and easy, however, the quasi - resonance of the bridge can not be avoided either. with dynamic option ( mtmd option ), the quasi - resonance of the bridge can be effectively avoided ( the damping ratio is up to 51. 38 % as tested in field ), moreover, the construction cost is low, and the construction is simply and convenient

    過對目前抑制鐵上承式鋼板梁橋橫振動的幾種方案進行定性的分析和比較,認為:靜力加固方案可以使橋梁振幅所減小,但不能避免準共振現象的發生,而且工程造價較高,施工也不方便;兩橋連接方案減振效果明顯(減振率近50 % ) ,比較經濟也比較方便,但同樣不能避免準共振現象的發生;動力減振方案( mtmd抑振方案)可以效的抑制橋梁的準共振現象(現場試驗中減振率達51 . 83 % ) ,而且工程造價較低,施工、方便。
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