邊支承板 的英文怎麼說

中文拼音 [biānzhīchéngbǎn]
邊支承板 英文
edge-supported slab
  • 邊 : 邊Ⅰ名詞1 （幾何圖形上夾成角的直線或圍成多邊形的線段） side; section 2 （邊緣） edge; margin; oute...
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 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. Four sides supported plate

    四邊支承板12
  2. Two sides supported plate

    兩邊支承板12
  3. United solution method on four edges supported plate bending with boundary displacements

    支座位移作用下四邊支承矩形彈性薄板彎曲統一求解方法
  4. Analysis of post - buckling on restrained and liped plate under uniform compression

    均勻受壓一邊支承一邊卷邊板的后屈曲分析
  5. Bending of rectangular plate with each edges arbitrary a point supported under a concentrated load

    集中載荷作用各邊上任一點被支承的矩形板彎曲
  6. ( 3 ) a large computer program, named 3dplate, is developed with fortran powerstation. with 3dplate, 6 simply supported square plates. 5 clamped rectangular plates and 1 corner - supported plate are analyzed

    （ 3 ）用fortran語言編制了大型的計算機程序3dplate ，並對6塊的四邊簡支方板、 5塊四邊固支矩形板和1塊四角支承板進行了計算分析。
  7. Four - way simply support common and long span composite slabs were also studied by the author with the finite elements method, and a calculation method was proposed

    分析了組合板的破壞方式；採用有限元分析方法研究了四邊簡支普通跨度和大跨度的型鋼和壓型鋼板與混凝土組合板的抗彎承載力，提出承載力計算方法。
  8. ( 3 ) by using an elastic - plastic material model, the nonlinear analysis is taken on the rectangular tube and simply supporte d plate, and the ultimate carrying load capacity pu is obtained. the results show that the buckling mode is in accordance with the assumption of elastic analysis, and so shows the ultimate mode

    （ 3 ）採用彈塑性模型，考慮幾何非線性理論，利用ansys軟體對矩形鋼管考慮板組相關屈曲影響和不考慮相關屈曲影響（將矩形管板件按四邊簡支板對待）兩種情況進行了屈曲後分析，分別得出其極限承載力p _ u ，並分析了矩形管的屈曲過程。
  9. Bending of rectangular plates point - supported on four straight edges under a concentrated load

    集中載荷作用下四直邊上任意點支承矩形板的彎曲
  10. Bending of rectangular plates supported at any point on the straight edges under a concentrated load

    集中載荷作用下四直邊上任意點支承矩形板的彎曲
  11. Theoretic solution for rectangular thin plate with arbitrary boundary conditions by symplectic geometry method

    四邊任意支承條件下彈性矩形薄板彎曲問題的解析解
  12. On the basis of the traditional elasticity theory, nonlinear theory, ultimate theory and theory of reinforced concrete slabs with simple - supported condition, this paper analyzes the whole process of reinforced concrete thin slabs in the loading test of distributing static load, on the objects of reinforced concrete thin slabs with complex geometry, complex boundary condition and distributing of reinforce bars. and then analyzes the load capacity under the effecting of static load

    本文在傳統的鋼筋混凝土彈性理論、非線性理論和極限理論以及在簡單支承條件下的鋼筋混凝土板理論的基礎上，以復雜幾何形狀、邊界條件及配筋形式的鋼筋混凝土薄板為研究對象，對其在靜力分配梁加載下的加荷試驗的全過程進行分析，並對其在靜荷作用下的受力性能進行分析。
  13. The rule of free vibration and vertical seismic action of pyrimid space grid ( psg ) roof structures are studied in this paper

    本文主要研究平板型周邊支承正放四角錐網架的固有振動規律和豎向地震作用。
  14. Four sides supporting structure. after draw molded, spot welded, high quality armor plate with hollow lumen is sticked hpl melamine anti - static paster or pvc anti - static paster on the surface and enchased conductive embeder. the whole body is galvanized. the raised pedestal can lock itself and be adjusted

    四邊支承式結構，採用優質鋼板經拉深成型點焊噴塑，內腔空心，表面粘貼hpl三聚氰胺防靜電貼面或pvc防靜電貼面，四周鑲嵌導電嵌條，支座橫梁整體鍍鋅，支座高度可調並能自鎖。
  15. 2. the plast ic moment - - adjusted ca1culate theory has been put forward and practical1y tab1es have been made for the waff1e s1abs, which can also be used for so1 id slabs

    提出了周邊支承鋼筋混凝土雙向密肋夾心樓蓋的塑性調幅計算理論，並制定了便於設計計算應用的表格，該表格還可以用於周邊支承鋼筋混凝土雙向板的設計計算。
  16. Finite element study on around - the - hole stresses of point - supported insulating glass unites

    點支承中空玻璃板孔邊應力的有限元分析
  17. This paper discusses the performance of load bearing under different boundary conditions by model test and finite element analysis. the x - side binding of the supporting surface connecting with up - side chord member of slice arch is the most important factor that affects membrane effect of the slab. the load bearig capacity of the slab with fixed end increased forty percent of the capacity of the simple - supported slab, because membrane effect of the slab with fixed end is remarkable

    本文通過模型試驗和有限元分析，較深入地探討了在不同邊界條件下微彎板的受力性能，結果發現與拱片上弦桿連接的支承面有側向約束條件是影響微彎板的薄膜效應最重要的因素，當該支承面為固結狀態時，薄膜效應十分顯著，其承載力比簡支約束微彎板的承載力提高了約40 。
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