步驟的架構 的英文怎麼說

中文拼音 [bùzhòudejiàgòu]
步驟的架構 英文
framework of steps
  • 步 : Ⅰ名詞1 （步度; 腳步） pace; step 2 （階段） stage; step 3 （地步; 境地） condition; situation; st...
  • 驟 : Ⅰ動詞（快走） （of a horse） trot Ⅱ形容詞（急速） rapid; swift Ⅲ副詞（突然; 忽然） suddenly; abruptly
  • 的 : 4次方是 The fourth power of 2 is direction
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 步驟 : step; move; procedure; measure
  • 架構 : architecture
  1. On the view of customization theory, the method of information processing for customization is summarized : quality function development and product function architecture, then the need function development ( nfd ) as the design way of implementing sub - system of customization information dealing is proposed based on them. the configuration include three parts : transmission function, need function and developing function. the adapting four steps for implementing are proposed : the collection and classification stage of customization information, the analysis stage of customization information, matching stage and evaluating stage for producing

    尤其是從mc個性化理論出發，總結前人個性化信息處理方法：質量功能配置法和產品族構建法的基礎上，提出基於樹形的兩極需求功能配置法的框架：傳導函數、需求函西安理工大學碩士學位論文數、配置函數，作為個性化信息處理子系統的設計思路，並詳細闡明了該方法的四個實施步驟：個性化信息收集和分類階段、個性化需求分析階段、個性化需求信息配置階段、可製造性評價階段，指明了各個階段的方法在個性化信息處理子系統中的應用，為個性化信息處理于系統的實現奠定了基礎。
  2. Liow to tldopt the necessi1ry ilnd reasoflab1e measures to secure the securi ty of the netwt ) rk informittj on system during the process of making use of the network resources avai iably and promoting the calculator technique ' s elppl i cat i ons i s a problem which need to be solved ilamediately

    本論文在分析專用網路構建中面臨的各種安全風險以及由此導出的安全需求的基礎上，對構建專用網路的整體安全體系進行了系統研究，並根據安全體系框架設計出專業網路系統的安全解決方案和實施步驟。
  3. The d - s rule of the information fusion of rockmass mechanical parameters is presented. meanwhile, the basic probability assignments, belief functions, plausibility functions, and similar probability functions are given. this method is applied to an example of analysis and selection for rockmass mechanical parameters of the rock engineering, and the satisfactory results are obtained

    構造了巖體力學參數的識別框架，建立了巖體力學參數的基本可信度分配的應用模型，定義了巖體力學參數的信度函數、似真度函數、以及類概率函數，提出了巖體力學參數的d - s信息融合法則，明確了巖體力學參數d - s信息融合方武漢理工大學博士學位論文法的實施步驟。
  4. Considering special form of the boiler frame, the reconstruction and enforcement method, in addition dynamic analysis are given by particular steps : establishment of the model of boiler steel frame, determination of earthquake loads and distribution form, and anti - side force system for the frame to model and analyze, involving loads on the frame and above it, earthquake loads, damping, sway control installation, hanging bar and plate beam

    考慮鍋爐構架鋼結構的特殊形式，研究並提出了電站鍋爐鋼結構改造加固研究方法，及動力分析的具體步驟：建立了鍋爐鋼結構動力分析模型、地震荷載分析方法、建立了鍋爐鋼結構布置型式、及整個鍋爐鋼構架抗側力體系模擬分析方法。具體包括：鋼構架本體及構架上荷載、地震載荷與阻尼系數確定、制晃裝置確定、吊桿與大板梁簡化。
  5. Above all, this paper discusses the frame, system functions, user demands, construction preconditions and conformity planning based on the introduction of study and application situation ; then, planning project, planning process and foundation of guidance system in grades, including guidance strategy in four grades are studied ; whereafter, the thesis analyzes setting requirements and modes, installation angle, dimension and colour, display contents and arranging sequence and fonts of parking guidance sign, it is mainly studied that calculational method of distance between the variable message signs

    本論文首先在介紹停車誘導系統研究與應用情況的基礎之上，論述系統框架結構、系統功能、用戶需求、建設停車誘導系統的條件與停車誘導系統與智能交通系統的整合規劃等問題;接下來制定了停車誘導系統規劃方案，提出區域性停車誘導系統規劃步驟，研究分級誘導體系的建立方法，提出四級誘導策略;然後分析停車誘導標志布設的具體要求、設置方式、安裝角度、尺寸與顏色、顯示內容及排列順序、字體等問題，重點研究並給出可變信息板設置間距的計算方法。
  6. 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：第二章簡單描述了人工智慧技術，著重介紹有關專家系統與神經網路的基礎知識，通過總結它們的優缺點，指出結合專家系統與神經網路構造混合型專家系統的必要性；本章還介紹了神經網路子模塊的概念，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、基於優先級的正向推理機制的流程、以及基於事實的自動解釋機制的具體實現方法；第四章介紹了面向對象技術，進而採用面向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。
  7. According to the frndamental and the steps of this method, we cans use the linear regress filter method to make the simulation of the wind load and then we can educe the curve of the time - process wind velocity. after that step, we can get the chart of the dynamic wind load which we can deliver the crosswind into the particle wind load and put them on the corresponding cell nodes. then we can do the analysis of the dynamical wind load through the time - process analysis to get the max value of the displacement

    根據線性回歸濾波器法的基本原理和步驟，藉助相關軟體進行風荷載的人工模擬並得出風速時程曲線，進而轉化為風動力譜，由此將橫風向風力表達成節點風荷載作用於相應的單元節點上，按時程分析法對該空間桁架體系進行風荷載的動力分析，求出結構在進行風動力荷載分析時，結構相應節點對應的最值位移值。
  8. In this paper, the steps and frame of analysis and design is presented and the influence of column capital, drop panel, edge beam and flat beam on structural analysis is introduced

    在本文中，還給出了預應力混凝土板柱結構用等代框架法進行分析和設計的步驟和框圖，闡述了柱帽、托板、邊梁、扁梁對結構內力分析的影響。
  9. A modified genetic algorithm ( mga ) framework was developed and applied to the flowshop sequencing problems with objective of minimizing mean total flowtime. to improve the general genetic algorithm routine, two operations were introduced into the framework. firstly, the worst points were filtered off in each generation and replaced with the best individuals found in previous generations ; secondly, the most promising individual was selectively cultivating if a certain number of recent generations have not been improved yet. under conditions of flowshop machine, the initial population generation and crossover function can also be improved when the mga framework is implemented. computational experiments with random samples show that the mga is superior to general genetic algorithm in performance and comparable to special - purpose heuristic algorithms. the mga framework can also be easily extended to other optimizations even though it will be implemented differently in detail

    提出了一個改進遺傳演算法的結構，並且應用於帶有目標是最小平均總流程時間的流水調度排序中.為了改進一般遺傳演算法的程序，兩個新的操作被引進到這個操作中.這兩個操作為： 1 ）過濾操作：過濾掉在每一代中的最壞的個體，用前一代中的最好的個體替代它； 2 ）培育操作：當在一定代數內演算法不改進時，選擇一個培育操作用於培育最有希望的個體.通過大量的隨機產生的問題的例子的計算機實驗顯示出，提出的演算法的性能明顯好於一般遺傳演算法，並且和此問題的最好的專門意義的啟發式演算法相匹配.新的mga框架很容易擴展到其它最優化當中，只是實施的詳細的步驟有所不同
  10. The main work of this paper was as fellows : ( 1 ) generalized the development of pre - stressed steel structure in our nation and abroad, and pointed out the main problem in practice ; ( 2 ) presented the mechanism of pre - stressed steel structure and revealed its applicable range ; ( 3 ) established the optimization design model for pre - stressed steel structure, which accounts for constraints on stresses and displacements of structure ; ( 4 ) brought forward the optimization design method, which combined linear programming and the principle of full restriction, through which we can obtain the magnitude of each time pre - stress and the optimized sections of each members of structure ; ( 5 ) analyzed the best times of pre - stress and pointed out that 2 ~ 3 times is preferable ; ( 6 ) conducted optimization design on large - space steel roof, horizontal parallel steel truss with local cables, horizontal parallel steel truss with global cable, and ultra - static steel truss, the result of which indicated that the multiple pre - stress structure is very economic ; ( 7 ) compared different schemes of cable placement for horizontal parallel steel truss, and the results showed that the local cable only unloaded the second girders, but had no response on the first girders and stomach poles, while global cable could unload the second girders and the stomach poles outside of turning point of cable, thus proving that global cable is more economic than local - cable

    本文的主要工作是：對國內外預應力鋼結構的發展歷史及現狀作了綜述和總結，指出當前預應力鋼結構工程實踐中存在的主要問題；闡述了預應力鋼結構的受力機理，並指出預應力鋼結構的適用范圍和特點；在考慮結構應力和變位約束的條件下，建立預應力鋼結構優化設計模型；提出多次預應力鋼結構優化設計方法和步驟，採用線性規劃和滿約束準則相結合的優化方法，可優化設計出施加的每一級預應力的大小，並得到結構各部分的優化截面；對多次預應力最佳的施加次數作了分析，並建議以2 3次為宜；為驗證文中理論和方法，分別對大跨多次預應力鋼屋架、局部布索的水平平行弦鋼桁架、整體布索的水平平行弦鋼桁架和局部布索的超靜定鋼桁架等算例進行了優化設計，經濟效益明顯；對水平平行弦鋼桁架的幾種施加預應力的方案進行比較，對于局部布索，預應力只對下弦起到卸載作用，對上弦和腹桿基本不起作用；而整體布索預應力除對下弦卸載外，對索折點以外部分腹桿也起到卸載作用，經濟效益好於局部布索。
  11. After exposing the internal relations of competition and cooperation among the parties of the joint venture the author studies the management of joint venture from internal aspects and project management through the aspects of maintaining trust, creating internal culture, managing internal resources and managing the major element of joint venture together with the process of joint venture. then the author attains importance on description two new cooperative modes in the world - - - - - partnering and alliancing - - - - and analyzes and exposes the trend of contracting joint venture on the market of international contracting projects. finally in the thesis the author proposes the strategies of chinese construction enterprises ’ establishing joint venture, implementing joint venture, being on the new position of international contracting project ’ s market and gives beneficial ideas about the application of project contracting joint venture in order that chinese construction enterprises are plowing in the market of international contracting projects

    在論文中，對聯營體的概念、主體和法律特徵、特點、成因和類型等一般特徵進行詳盡分析;從聯營體的組建目的和原則、夥伴選擇、組織架構確立及聯營協議等聯營體組建最核心的方面進行了論述，並提出了一些有可操作性的標準、原則和步驟;在揭示聯營體內部競爭與合作關系的基礎上，從保持合作信任、構建聯營體內部文化、聯營體內部資源管理、聯營體運營過程中的主要管理元素等管理要點對聯營體的內部管理和項目管理的要素進行論述;然後，論文主要介紹了目前世界上兩種新型的合作模式，即partnering和alliancing模式，並分析和揭示了在國際工程承包市場上，聯營體這種經營模式發展的趨勢;在以上分析研究的基礎上，提出了我國建築企業在組建聯營體、運營聯營體、應對新形勢時應採取的策略。
  12. Based on the cfm, we describes a cfm driven semantics analyzing algorithm, it analyzes chinese clause for semantics, using semantic analyzing as primary one, and syntax analyzing as secondary one : firstly, it estimate the clause ' s semantic mode by looking through the words appearing in the clause ; secondly, it analyzes the functional components in the clause, using the restriction in the semantic mode ; finally, it constructs the semantics of clause using the semantic modes as the framework

    在cfm的基礎上，我們提出了「 cfm模型驅動的語義分析演算法」 ，它是以語義分析為主、語法分析為輔的小句語義分析方法。該方法由下列步驟組成：首先根據小句中出現的詞所映射的概念，形成候選語義模式集；然後利用候選模式的「功能組成約束」分析小句的功能組成，其中需要利用語義詞典中的語法結構進行語法分析；判斷各功能組成是否滿足約束；對滿足約束的結果構造以cfm中「語義模式」為框架的小句語義表示。
  13. Analyzed the operating condition of company ' s budget management, provided suggestion of design scheme for company comprehensive budget management system : first, the administrative structure was standardized by the legal person of company ; second, the budget management organ which is highly effective in movement, was established ; third, the establishment step and the method for company comprehensive budget was made clear ; fourth, the basic frame for control of the company budgets management was designed and a check - up system for budget which unified with the encouragement was set up

    在理論分析的基礎上，本文對石藥集團預算管理的實踐進行了研究，提出了公司全面預算管理體系的設計方案：第一，規范公司法人治理結構；第二，設立高效運行的預算管理組織；第三，明確了公司全面預算的編制步驟與方法；第四，設計了公司預算管理控制的基本框架和與激勵相結合的預算考評體系。
  14. First, based on investigation and analysis on real estate background and the actual situation of jiangbei real estate development company, the problems and the foundmental root causes existing in the operation management are found out. secendly, according to the requirements of modern business management theory and modern enterprise system, a business management model with quality management being the core is put forward by comparing and analyzing several management models, and selecting one management model as the major with multiple management models existing. based on this, the author has designed the main frame for the management model, completed organizational structure designing, department function and work position describing, work flow and work process designing, establishment of regulations, and formed the organizational structure of the management model. in addition, the varies important management actions, including human resources management, quality management, financial management, marketing management, information management, are analyzed and studied in order to enrich and improve the content of the management model. finally, the author has also put forward the measures and requirements to ensure the effective operation of the management model

    首先，在調查研究的基礎上，通過對房地產行業背景和江北房地產開發公司現狀的分析，找出公司現行狀態下經營管理中存在的問題和困難，並分析原因，查找根源；其次，根據現代企業管理理論和現代企業制度的要求，通過對幾種較為流行的管理模式的分析比較，選擇以一種管理模式為主，多種管理模式相結合的方法，提出以質量管理為核心的企業管理模式；在此基礎上，對管理模式進行整體性的組織設計，完成組織結構設計、部門職能制定和崗位描述、工作流程及工作程序設計、規章制度體系的建立等工作，構建管理模式的整體框架；另外，針對各項重要的管理活動，如人力資源管理、質量管理、財務管理、營銷管理和信息管理等，分別進行分析研究，以充實和完善管理模式框架的具體內容；最後，為確保管理模式順利、有效地運行，明確提出「完善公司內部治理機制，健全公司外部治理機制」的保障措施和具體實施步驟。
  15. Provides steps for configuring the editor to use a specific schema, such as xhtml 1. 0, when validating markup in source view

    提供有關步驟，說明如何配置編輯器以便在「源」視圖中驗證標記時使用特定的架構，如xhtml 1 . 0 。
  16. 二 、 construction project organization latticed frame ( shell ) installation enterprise should set up project site organization institution adapted to project construction activities firstly before constructing and installing in the site, through discussing the designed principle and basis of construction project organization, the step of construction item organization of space grid structures are related as follows : project analysis, object working, agency and function determination, personnel and duty definition

    二、施工項目組織管理網架（殼）安裝企業在現場施工安裝前，首先應建立與工程項目施工活動相適應的項目現場組織機構，通過對施工項目組織形式設計的原則和依據論述，給出了網格結構施工項目組建的步驟：項目分析；目標劃分；工作劃分；確定機構及職責；確定人員及職責。
  17. Framework of steps

    步驟的架構
  18. Based on the analysis of initiation, purpose, corporate vision, industry, environment factors and a knowledge - based swot scanning, knowledge gap i, ii and learning capability gap are gained. after an overall analysis of the theories of knowledge group strategies, the competence group by preast, three roadmaps to build technological competence, product, process and knowledge architecture, the dissertation develops an analysis framework of ks : knowledge specialization strategy ( kss ), knowledge diversification strategy ( kds ), and knowledge cooperation strategy ( kcs )

    在對企業使命、目標、遠景、行業及環境要素進行分析，執行基於知識的swot分析之後，在第一類知識缺口、第二類知識缺口、學習能力缺口的基礎上，通過對知識集團戰略框架、 preast能力群、建立技術能力的三條道路以及產品、過程與知識架構等理論進行研究，構建了企業知識專門化、多元化、合作化戰略的分析框架，並給出了制定知識戰略的步驟及目標。
  19. Lastly, this article expands the above model according to practice situation, which makes it has broader application areas, and gives the solutions and numerical optimal rule of the expanded model. through above research, this thesis has obtained three main achievement : 1 ) it incorporated the analysis framework of real options supported by copeland and antikarov into the model pricing step of the one supported by amram 和 kulatilaka

    本文研究的重要成果有： （ 1 ）將側重於具體的解決方法和步驟的copeland和antikarov框架融入到側重於實物期權的構造和識別過程的amram和kulatilaka框架中的完成期權定價模型這個步驟中去，使實物期權分析的一般框架變得更為實用。
  20. The experiment results and calculation results are compared too ; the conclusion that arch truss string structure can be applied in multi - stage pre - stressing construction is achieved

    得出張弦拱桁架結構隨多次加載步驟的內力、位移變化曲線。計算與試驗結果較為吻合。
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