排架結構 的英文怎麼說

中文拼音 [bèijiàjiēgòu]
排架結構 英文
bent structure
  • 排 : 排構詞成分。
  • 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;...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. According to theory of bent structure, the paper applies the moment balance and potential energy theory, and works out the modified modulus 1 and 2 for the depth of burying foundation and toft transmutation, which effect buildings dynamic period

    根據排架結構分析理論，應用力矩平衡及勢能原理分別推導出地基變形及基礎埋深對結構自振周期的修正系數_ 1和_ 2 。
  2. The essay combines " code for seismic design of buildings " ( gb50011 - 2001 ), analyzing and discussing bent structure of one - story industry buildings tinder the interaction of the seismic, ground - structure, and works out calculation model for bent structure ' s dynamic period about the depth of burying foundation and toft transmutation ; the model is employed expediently, adapts to actual engineer construction design at present

    本文結合我國《建築抗震設計規范》 （ gb50011 - 2001 ） ，對單層工業廠房排架結構在地震作用下土?結構共同作用問題進行了分析討論，給出了考慮基礎埋深與地基變形影響時排架結構自振周期的計算模型；這?模型應用方便，適合目前實際工程結構設計使用。
  3. 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。
  4. Considering the interaction of the ground - structure, the paper works out the simplified formulas for anti - earthquake designing of bent structure, provides a sort of designing approach to calculating in reasonable and handy method

    本文考慮土-結構共同作用的影響，給出了排架結構抗震設計的簡化公式，提供了一種計算合理、方法簡便的抗震設計途徑。
  5. Analysis indicates if without thinking of the interaction of ground - structure, anti - earthquake designing of bent structure and reliability evaluation go conservative, so that anti - earthquake designing of bent structure would take the interaction of ground - structure into consideration

    通過分析表明未考慮土?結構共同作用時，排架結構的抗震設計及其可靠度評估是趨于保守的，指出排架結構抗震設計應該考慮土-結構的共同作用。
  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. This text has analysed load balancing method of existent especially lvs cluster system and recommended the net packet and netfilter ’ s frame structures in the linux operating system ; it has compared the cooperative - type - cluster with tradictional cluster in the net packets ’ queue ways and with active cluster in the load balancing dispatcher way, which has reflected the superiority of cooperation type cluster ; the three major parts of the cooperative - type - cluster have been designed and realized in this text, which includes sync packets ’ priority service for dmcs 、 “ priority and avoid sudden load unbalance ” dispatch way at the cooperation of nodal servers and director and active nodal server which ensure cluster normally running when cluster join or rduce node server ; the cooperative - type - cluster ’ s control frame controlled by homepage has been constructed ; the mulit - services cluster system has been realized ; this text has used the existing server pressure testing tools to test the cooperative - type - cluster and lvs cluster, then has comparaed and analysed the two

    本文分析了現有服務器集群特別是lvs集群系統的負載均衡方法，介紹了linux系統下的報文和netfilter的框架結構;將所提出的合作式集群與傳統集群在報文排隊方式上進行比較，與主動式集群在負載均衡調度方式上進行比較，體現了合作式集群的優越性;設計並實現了合作式集群體系結構的三大部分:針對分散式測控系統的加權服務、負載均衡器與節點服務器合作式「加權防突」負載調度、保證集群運行不受加減節點干擾的主動性真實服務器;構建了通過網頁界面控制合作式集群的控制框架;實現了一個可運行的合作式多服務集群系統，運用現有服務器壓力測試工具對合作式集群和lvs集群進行負載測試，並對測試結果進行比較分析，同時通過壓力測試實現加權服務。
  8. Through the investigation research on practical damaged element, considering the effect of corrosion, high temperature, wet environment, damage ( crack ) on structural durability, bearing capacity. this paper established the reliability analysis method of large - scale industrial factory, and applied the fuzzy mathematics to establish the factor set and weight coefficient set on the basis of expert experience. an analyzed method for fuzzy evaluation of structural element and bent frame structure system reliability is put forward

    通過對實際結構破損構件的調查，考慮腐蝕，高溫，環境潮濕，破損（裂縫）等因素對結構耐久性、承載力的影響，論文建立了大型工業廠房可靠度的計算方法，利用專家經驗和模糊數學方法建立了模糊評價的因素集和權重集，對鋼筋砼結構構件和廠房排架結構體系進行了模糊評價。
  9. Phase ii project of jiaxing ' s green town complex. it is high - grade residential construction of 3 to ii floors with duplexes, multi - floor buildings, small high - rises and underground garages, floor area totaling 36742. 9 m2

    嘉興市格林小鎮2期為3 - 11層框架結構高檔住宅，聯排別墅、多層、小高層及地下車庫，總建築面積36742 . 9平方米。
  10. Firstly on the basis of describing the basic theory of teaching material, this paper analyzes the compiling principles, guidance ideas according as relevant theory of evaluation of teaching material compiling. afterwards it commences on static analysis of the text of the new teaching material from the following four aspects : frame construction, content layout, format layout and compiling features, which indicates that the new teaching material is characteristic of the modernization, exploration and readability as well as the trend of humanism, localization and informationization. then according to the statistic of investigating feedback data from students and teachers, it focuses on dynamic ana lysis of the practical operating position of the new teaching material

    在論述教材基本理念的基礎上，本文首先根據教材編寫的評價理論分析了新教材的編寫原則、編寫指導思想；接著對新教材的文本從框架結構、內容編排、形式編排、編寫特色四個方面進行了靜態分析，表明新教材具有時代性、探究性、趣味性、人文化、本土化、信息化等特色；然後根據對學生和教師調查反饋資料的統計，對新教材的實際使用情況進行了動態分析。
  11. Some helpful conclusions were made. based on the experimental results and theories research, the author put forward some valuable conclusions of this new type of frame - bent structures : ( 1 ) the initial force calculation method considering the lateral torsional coupled ; ( 2 ) the design and construction method of the high - strength concrete frame - bent columns under the high axial compression ratio ; ( 3 ) the construction method of the abnormal joints

    在試驗和理論研究的基礎上，提出框排架結構的設計原則和具體的設計方法，主要有以下內容： （ 1 ）考慮平扭耦聯空間整體結構的振型分解法； （ 2 ）針對該類主廠房結構中應用高強混凝土的問題，提出應用高強混凝土的框排架柱的軸壓比限值及相應的構造要求； （ 3 ）對異型節西安建築科技大學博士學位論文點劃分不同區域分別給出其構造要求。
  12. Multi - floor or one floor factory building, framework - tactic frame structure

    平方米，多層單層廠房，框架排架結構。
  13. Controlled blasting demolition of i - column assembly arrangement construction building

    字柱裝配式排架結構廠房控爆拆除
  14. The content of this paper offers some constructive proposals and theoretical references for the design in practical framed bent structure

    本文研究的內容為實際的框排架結構設計提供了一些建設性的建議和理論上的參考。
  15. Through an example of a one - floor rc factory building, this paper evaluates and classifies its reliability by criterion method and fuzzy comprehensive evaluation method

    本文以某單層鋼筋混凝土排架結構的工業廠房為例，分別採用依據規范法和模糊評定法對其可靠性進行鑒定評級。
  16. By the pseudo - dynamic test and modal analysis of the frame - bent structure, the paper discussed the seismic behavior, calculation method of initial force, simplified design method and structural features of this type of structure

    綜上所述，通過對該類框排架結構的試驗及理論分析，研究了該體系的抗震性能提出了針對該體系計算方法、設計方法及相應的構造措施。
  17. Based on the pseudo - static experimental results of nine specimens 1 / 5 - scale specimens and failure characteristic in the structural test, the damage mechanism and the failure of abnormal joints under the shear force is analyzed. the paper discusses the possible affections of stirrup ratio, the changes of beam or column sections and initial eccentricity on carrying capacity of abnormal joints. according to experimental data, the formula for calculation of the shear - bearing capacity of abnormal joints is given

    針對該類框排架結構中通常存在異型節點的實際，在9 （其中邊節點4個、中節點5個）個1 5的偽靜力試件試驗研究及整體結構模型中該類節點破損特點的基礎上，提出了異型中節點和邊節點的破壞機理，針對異型中節點和邊節點的受力特點給出了該類異型節點的抗剪承載力計算公式和節點區的加強構造措施。
  18. A 1 / 7 - scale model of three - bay, three - span frame - bent r. c. structure is the first and the largest size in the same testing field in china by now. following studies are chiefly conducted in this chapter : the mechanism behavior of the structure under horizontal earthquake load, including the characteristics of seismic force, the deformed performance, yielding sequence, energy dissipation capacity etc. ; the changing rule of the dynamic characteristics and the stiff degrading in different experimental stages ; the location of the weak stories and the seismic capacity of the structure

    在試驗中主要研究了以下內容：在水平力作用下框排架結構的整體變形能力以及各層的層間變形的大小；框排架結構在不同階段的動力變化規律；框排架柱的變形和承載能力；錯層對結構性能的影響、模型結構裂縫開展過程及塑性鉸形成的先後順序、不同階段該結構的剛度退化規律及滯回耗能特性等。
  19. This dissertation introduces the latest test and the research findings of the frame structure utilized in the central workshop of firepower power plan by engineering design. this paper introduces the seismic analysis method of vertical frame, horizontal framed bent plate structure and space structure seismic analysis in framed bent structure system. this paper analyzes and researches the design plan of the framed bent structure in the central workshop of fangsheng power plant, selects the most safety, economic and proper structure form according to the result of the analysis and research, mainly analyzes the vibration mode of framed bent structure, period and the structure earthquake response by computer program calculating

    本文通過方盛電廠主廠房工程的設計，對火力電廠主廠房框排架結構最新的試驗及研究成果進行了介紹;對框排架結構體系中縱向框架抗震分析方法、橫向框排架平面結構及空間結構抗震分析方法進行了介紹;對方盛電廠主廠房框排架結構體系設計方案進行分析探討，並根據分析研究的結果，選擇最安全、經濟、適用的結構形式;通過計算機程序計算，著重分析框排架結構的振型、周期及結構的地震反應。
  20. Based on the general design of bent structure. aiming at multi - complexion bent structure, the essay calculates the dynamic period and domino effect of earthquake, 66 groups in all about shearing force ( q ) and crooked ( m ) of control section. the essay chooses appropriate regress parameter through repeating attempt, and makes use of origin regress analysis program protract dot chart of multi - structure, through multinomial regress analyse, finally works out the simplified formulas for single - stride bent with different stride shearing force ( q ) and crooked road ( m ) of control section

    以排架結構常規設計為基礎，針對多種工況下的排架結構，計算了自振周期、地震作用及其效應，共有66組控制截面的剪力q和彎矩m 。然後經過反復嘗試選定合適的回歸參數，利用origin回歸分析程序繪出各類結構的散點圖，經過多項式回歸分析，得到單跨排架不同跨度時控制截面剪力和彎矩的簡化計算公式。
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