板單元 的英文怎麼說

中文拼音 [bǎndānyuán]
板單元 英文
plate unit
  • 板 : Ⅰ名詞1 （片狀硬物體） board; plank; plate 2 （專指店鋪的門板） shutter 3 [音樂] （打拍子的樂器） ...
  1. According to the behaviors of diagonally - loaded frames, effects of infill material property and frame stiffness on performance of infilled frames are investigated. 2. based on result of lateral actions test, gives load - deflection curves for infilled frames

    對斜向加載的墻板單元進行了試驗研究，分析了填充塊材料性能、框架樑柱剛度等因素對墻板單元力學性能的影響。
  2. Lastly the above stiffness matrix, the nodal variables of which are the dual of stress functions, is replaced by a new one with simple displacements vector regarded as unknown. such finite element satisfies homogeneous equilibrium equations and can pass the patch test as long as the original plane elasticity element can pass the corresponding patch test

    所得到的板彎曲單元在單元內部滿足齊次平衡方程，並且只要原始平面彈性單元能通過常應變分片試驗則轉換得到的板單元一定能通過常曲率分片試驗。
  3. Resilient floor coverings - specification for floor panels for loose laying

    彈性地板覆蓋物.活動鋪設預制裝配式樓板單元規范
  4. The finite element equation for linear and nonlinear panel flutter analysis using the triangular three nodal mindlin element ( min3 ) which considers the first order shear strain in the plate is formulated

    （ 3 ）使用三結點三角形mindlin板單元（ min3單元）推導了壁板熱顫振的有限元方程。
  5. On the basis of all the above, associating with the practical engineering project of the surgery ward building of hospital xiehe of hust and taking the soil - pile - raft interaction into account, the finite element models based on kirchhoff ' s thin plate and reissner ' s moderately - thick plate theories are separately then the established 3 dimension solid finite element model as the verifying standard

    在此基礎上，結合華中科技大學附屬協和醫院外科病房大樓工程，在考慮地基、樁和筏板的相互作用的情況下，以基於三維空間理論的實體有限單元模型為衡量標準，對同一結構（筏板）分別用薄板和中厚板單元建立有限單元模型進行計算。
  6. Analysis of local effect of triangular plate element

    三角形板單元的局部效應分析
  7. Degenerated triangular prism plate element

    三稜柱實體板單元
  8. Comparison of plate element models for analysis of shear - wall with opening in high - rise buildings

    高層建築開洞剪力墻分析中板單元性能的比較
  9. This paper analyzed from theory on the rigidity matrix transformation problems of the combination unit of plate unit and entity unit

    摘要從理論上分析了板單元實體單元相結合的單元剛度矩陣轉化問題。
  10. The author ' s program can resolve the following problems : ultimate strength of hull girder, the panel ' s curve of stress - strain

    作者的程序可解決如下問題：船體梁的極限承載能力以及加筋板單元的平均應力-應變關系曲線。
  11. The panels of hull girder may collapse or buckle before it reaches the yield stress. the curve of the stress - strain is usually constituted by stable zone -, non load - shedding zone and load - shedding zone

    並且船體截面的組成單元（一般是加筋板單元）在達到材料屈服應力之前還可能發生多種形式的屈曲。
  12. The author analyses the tripping of stiffener and three patterns of panel ' s invalidation, so to get the curve of stress - strain of panel. this step is the core of the thesis

    本文從理論入手，分析了加筋板單元中加強筋的側傾屈曲，然後根據加筋板的三種破壞模式，得到單元的應力應變關系曲線，這是本文的重點與難點。
  13. And on this basis, the finite element model of case typed radar antenna structure integrated with plate unit and entity unit was established on the basis of handling method of coupling and constraint equations

    並在此基礎上，基於耦合和約束方程處理方法，建立了板單元和實體單元相結合的箱體式雷達天線結構有限元模型。
  14. Basing on the feature of the structure member, the structure is simplified to a 3 - d model consist of space beams and plates, so we can make static and response spectrum dynamic analysis on the finite - element models

    根據該結構各構件的受力特徵，將整個結構模擬為空間梁、板單元的三維整體計算模型，並對有限元分析模型進行靜力和反應譜法的動力分析。
  15. A new kind of theory and calculating method which is suitable to cable supported bridges was developed in this paper. cable element can include the structure ' s geometry nonlinearity and initial stress, virtual laminated element has high calculating efficiency and good precision. dimensions of lsctb was put forward based on conclusions of optimum analysis

    推導了適合纜索承重橋梁的纜索單元；引入虛擬單元理論，提出適用於大跨纜索承重橋梁鋼箱梁的一種新方法?虛擬層合板單元法，該單元具有計算效率高，可以模擬復雜結構並滿足工程需要等諸多優越性。
  16. As for side box girder, the elastic theoretical solution has been introduced. the method is based on stress function and regards side box girder as combine of plate element and shell element. then the force and stress formulae for flanges have been derived

    對于邊箱式截面主梁，本文介紹了彈性理論解法，基於翼板單元應力函數，將邊箱梁視為板單元和筒殼單元的組合體，從彈性力學出發，推導出板中法向應力。
  17. Also the modeling of the super - length tall buildings is provided. the whole structure of super - length tall buildings is chosen as an object of study, and a worldwide used large - scale structural analyzing program named super sap93 is also chosen to decentralize the structure into elements. the beams and columns of the structure are modeled as dimensional beam components, and the floor slabs and sheer walls are modeled as dimensional slab components

    本文以超長高層建築整體結構為研究對象，採用國際通用的大型結構分析程序supersap93對超長高層建築結構進行有限元離散，結構的梁和柱採用空間梁單元模型，樓板和剪力墻以及筒體結構採用空間板單元模型，建立實用的超長高層建築結構整體結構分析模型。
  18. A new quadrilateral bi - linear thin plate element based on the membrane - plate similarity theory

    一個基於膜板比擬理論的四邊形雙線性薄板單元
  19. Gives a procedure for predicting the freezing probability under nonlinear cooling conditions and by combining that with the simulation model of rectangular containers, obtains quantitative results of the impacts of the additive on ice storage

    給出了非勻速冷卻條件下結冰概率的計算方法，並將其與板單元蓄冰裝置的數學模型相結合進行數值求解，定量地預測了加入成核添加劑對蓄冰過程的影響。
  20. The new mass matrixes of thin plate of element with applications

    薄板單元新的質量矩陣及其應用
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