文件節點 的英文怎麼說

中文拼音 [wénjiànjiédiǎn]
文件節點 英文
document nodes
  • : Ⅰ名詞1 (字) character; script; writing 2 (文字) language 3 (文章) literary composition; wri...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • : 節構詞成分。
  • : Ⅰ名詞1 (液體的小滴) drop (of liquid) 2 (細小的痕跡) spot; dot; speck 3 (漢字的筆畫「、」)...
  • 文件 : 1 (公文、信件等) document; file; papers; instrument 2 [自動化] file; 文件保護 file protection; ...
  • 節點 : [電學] panel point; hybrid; packing; node; nodal points; joint of framework; pitch point; point pitch
  1. We designed concise web file system, and the interface between embedded node controller and remote browser using cgi technology. so the work of updating system parameter and gathering bottom data with html form can be done breezily

    設計了簡潔的網路系統,採用cgi技術實現了嵌入式控制器與遠程瀏覽器之間的介面,在瀏覽器下使用html表單可以遠程修改系統參數,實時採集底層數據。
  2. This thesis focuses on middleware - based load balancing supported by corba, and has made the following contributions : ( 1 ) based on the previous research, we give a method using resource utilization and harmonic mean performance to quantify the load of each node in the heterogeneous environment, which makes the loads comparable

    的主要研究內容就是基於corba中間的負載均衡,具體的研究工作有以下幾:探討了系統負載的衡量問題,借鑒前人的研究成果,採用以資源利用率和的調和性能平均值來綜合衡量系統負載的方法,量化了異構系統中各的性能,使得負載具有可比性。
  3. To validate the formulated transition element for the calculation of the hot - spot stress and stress concentration factor in the welded components by experimental results, the stress concentration factor of the experimental welded specimens carried out in the research group is calculated by using the developed plane - transition element. the calculated stress concentration factor in the two types of tested welding components agrees well with that obtained from the experimental result. and the calculated result on the tendency of hot - spot stresses agrees well with that from the measured result

    為了驗證中構造的過渡單元模型用於分析焊接附近的應力集中問題的正確性和有效性,進一步又對過渡單元模型進行實驗結果驗證,採用平面過渡單元模型計算了本課題組進行的兩類焊接構的應力集中系數,並與根據實測方法得到的應力集中系數進行了比較,計算結果與實驗測試得到的應力集中系數和相應的熱應力變化趨勢比較吻合,為本建立的過渡單元的實際應用提供了初步的基礎。
  4. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    借鑒鋼框架構造,設計了四種類型矩形鋼管混凝土柱與鋼梁連接,包括常規栓焊( wfp )、翼緣全螺栓連接( bfp )、雙t板連接( dst )以及加勁端板連接( sep ),進行了四類8個模型試在柱端低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對滯回曲線有顯著影響,全部都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接、雙t板連接與加勁端板連接都優于常規栓焊,可在實際工程中加以推廣。
  5. ( 2 ) from the equilibrium conditions of the isolated segment from a beam - column sub - assemblage, it is clarified for the first time that the bond stress along the beam rebars passing through the joint transfers into the column end to balance shear at this column end at the same ratio as that of the compression force in the compressed concrete at beam ends

    通過對樑柱組合體柱脫離體的平衡條,首次明確了貫穿梁筋粘結應力和梁端受壓混凝土的壓力以相同的比例傳入柱端以平衡柱端剪力,從而對區的傳力機理重慶大學博士學位論結出了完整的和具有說服力的解釋。
  6. Attribute expands access to a site - map node beyond the level of access that url authorization and file authorization grant. the following code example sets the

    屬性擴展了對站地圖的訪問,使其超出了url授權和授權所準許的訪問級別。
  7. Abstract : the numerical simulation of the rheological warm extrusion molding of the missile shell, a kind of aluminum alloy part, has been carried out, including the simulation of metal flow in the mold cave, velocity field, stress field, strain field, temperature field, and nodal force etc

    摘:對鋁合金零彈托在溫擠條下的流變成形過程進行了數值模擬,其中包括對金屬在模具型腔中的流動情況、速度場、應力場、應變場、溫度場、力等的數值模擬。
  8. It is also the root node of the report server folder namespace that provides url addressing for reports, resources, models, shared data sources, and folders stored in the report server

    該目錄還是為報表服務器中存儲的報表、資源、模型、共享數據源和夾提供url尋址服務的報表服務器夾命名空間的根
  9. For one, ext3 s journal is stored in an inode - a file, basically

    其中之一是, ext3的日誌存儲在一個索引中基本上是個
  10. Is the utility used to create an ext2 filesystem - creating the super block, inodes, inode table, and etc - on any device

    是用於在任何設備上創建ext2系統的實用程序它創建超級塊、索引以及索引表等等。
  11. The authors describe the modelling of a railway steel truss bridge with long - span in order to analyse the detailed distribution of stress for members and nodal plates in main truss, the detailed deformation and stress distribution due to frame effect on transversal bracing plane in truss bridge, and the detailed distribution of stress in important parts of the steel plate girder bridge with initially transversal deformation by using sseb in this article

    建立大跨鐵路鋼桁梁橋和鋼板梁橋全橋結構模擬分析數學模型,說明了鋼桁梁橋桿板詳細應力分佈、平面框架詳細變形與應力分佈和有變形缺陷鋼板梁橋重要部位應力的模擬分析結果等問題。
  12. The daemon and scheduling server run in the same machine, and no nodes file is needed

    埠監督程序和調度服務器都運行在同一臺計算機上,因此不需要
  13. Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints. in this paper, six specimens on end - plate composite beam - to - column joints and two specimens on end - plate composite beam - to - column joints were designed to subject to static load. the factors of m - characteristics about semi - rigid composite joints, including bolts, profiled steel sheeting, beam, column, stiffen rib and reinforcement, are studied

    設計了6個端板型鋼-混凝土組合樑柱與2個端板型純鋼樑柱,通過對這些試的靜力荷載試驗,重研究了端板型鋼-混凝土組合的彎矩-轉角性能的影響因素,包括高強螺栓、壓型鋼板、型鋼梁、型鋼柱、加勁肋,以及混凝土板內縱向鋼筋配筋率等。
  14. The implementation of deltafile 3. 0 can be divided into two modules ? real - time file system module and manage module for both facilities and drives. the real - time file system contains four parts ? system call api layer, file node manage layer, virtual file system layer, concrete file system layer, which perform the abstraction of the facility

    實時系統模塊包含系統調用api層、文件節點管理層、虛擬系統層、具體邏輯系統層四部分,主要完成與設備無關的數據存取介面抽象和各種系統標準的實現;設備與驅動管理模塊包含邏輯設備管理層、物理設備管理層、設備緩沖區高速緩存層、設備驅動管理層四部分,主要完成外部存儲設備管理及其驅動介面抽象功能。
  15. These files include those that relate to all the database instances on the node

    這些包括與上的所有數據庫有關的
  16. The files associated with an application are farmed out to each node in the cluster

    與應用程序有關的被農場化到集群中的每個
  17. Nurbs surfaces with single interior knots are simple and used widely. the thesis main aims at biuquartic, biquintic, k x fc - degree b - spline surfaces and bicubic nurbs with single interior knots. one of the contributions is to apply knot refinement and the geometric continuous conditions of bezier surfaces to deduce the geometric continuous constraints of nurbs patches and obtain the intrinsic equations of common boundary curves, where the intrinsic equations are the special phenomena of nurbs surfaces

    向量是內部單的nurbs曲面是最簡單也是最常用的,本針對單的雙四次、雙五次和雙k次b樣條曲面及雙三次nurbs曲面,運用插入技術和b zier曲面的幾何連續理論成果,導出了它們之間的幾何光滑拼接條,同時得到了公共邊界曲線所必須滿足的本徵方程,其中本徵方程是nurbs曲面所獨有的現象。
  18. Furthermore, the thesis introduces the design of the members and joints in space grid structure, and gives the flowcharts of program

    還介紹了空間網格結構的桿的設計,並給出了桿設計的計算流程框圖。
  19. To solve the moving contact problem, a kind of interpolation schemes, which utilizes shape function to impress interfacial constraint conditions ( node to point ) to prevent penetration between the contacted surfaces, is adopted generally in the references of bem, as used in the fem

    對于移動接觸問題,邊界元法的有關獻中通常採用和有限元法中類似的插值方案,利用形函數來強加界面約束條到非)以避免接觸表面之間的貫入。
  20. The research is carried on the drop of bending rigidness if bolted joint loose and the equivalent reduced mechanical model is established. the comparisons beween the finite element model and the reduced mechanical demonstrate that the reduced mechanical model is right

    還對螺栓松動對桿抗彎剛度折減進行了研究,建立了等效結構力學模型,計算表明等效模型是正確可行的。
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