正截面 的英文怎麼說

中文拼音 [zhēngjiémiàn]
正截面 英文
head-on cross-section
  • 正 : 正名詞（正月） the first month of the lunar year; the first moon
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  1. The paper studied tests on three epiboly profiled bar concrete beams, bearing capacity of normal section, stiffness and behavior of cracks, and put forward formulas as advise. based on extant nonlinear concrete theory, a fem model was built by ansys program. the results of fem analysis was verified by tests data. some parameters in fem model were changed to build different models and the analysis results were compared with the advised formulas

    本文通過三根外包型鋼混凝土梁試驗，研究了其正截面承載能力、剛度以及裂縫方面的性質，並提出了一些相關建議公式。同時在現有混凝土非線性分析理論的基礎上，採用ansys有限元分析程序建立了外包型鋼混凝土梁的有限元模型，結合試驗數據對模型進行了驗證，另外還改變了一些參數建立了有限元模型，並和建議公式的結果進行了對比。
  2. Normal section bearing capacity of rc beams strengthened by bonded steel plates

    梁的正截面承載力
  3. The capacity of normal section for high - strength concrete members

    鋼筋混凝土矩形空心截面偏心受壓構件正截面承載力計算
  4. 5. specimens have normal section crack and truncated section crack

    5 、循環荷載作用下，試件出現了正截面裂縫和斜截面裂縫。
  5. Limit state design of normal section bearing capacity of bending members with frp bars

    鋼筋混凝土偏心受壓構件正截面承載力的迭代計演算法
  6. Estimation method for normal section load - bearing capacity of concrete members subjected to fire

    火災下混凝土構件正截面承載力估算方法
  7. Calculation and research of normal section strength of prestressed concrete skew hollow slab

    預應力混凝土斜交空心板正截面強度計算研究
  8. Convenient calculation method for normal section bearing capacity of reinforced concrete beams subjected to bending

    筋受彎構件正截面承載力極限狀態的設計
  9. In this paper, the following work has been done : 1 the load - bearing capacity of l, t and + - shaped columns under axial compression and biaxial bending is calculated by a numerical integral program

    本文主要進行了如下工作： 1對l 、 t 、十形柱雙偏壓作用下正截面承載力進行計算，編制了數值積分程序，並對l 、 t 、十形柱偏心矩增大系數進行計算分析。
  10. The results of experimental program clearly indicate that significant strengthening of reinforced concrete beams can be realized by bonding cfrp to the tension face of the beaxn, meanwhile the ductibility of beams decreased

    觀察了加固後梁的破壞形式，對破壞形式進行了分析。試驗結果顯示：外貼碳纖維對梁的正截面抗彎能力有明顯提高，加固梁的剛度增加而延性降低。
  11. According to the basic theory of the cement concrete and the properties of polypropylene fiber, the calculating formulas about beam for the normal section load _ carrying capacity and rigidity and ductibility are presented based on " the design code of concrete structure " ( gb50010 - 2002 )

    參照普通砼的基本理論，結合聚丙烯纖維砼的性能特點，在《規范》的基礎上得到了單筋矩形截面梁正截面承載力、剛度和延性的計算公式，並與試驗結果對比吻合較好。
  12. The effects to beam for its normal section flexural capacity and rigidity and ductibility as well as other properties is discussed with different polypropylene fiber and different concrete strength by the bending test study herein on the reinforced concrete beams and the polypropylene fiber reinforced beams

    本文通過對摻聚丙烯纖維砼配筋梁的試驗研究，分析討論了單筋矩形截面梁配筋率相同時，分別考慮聚丙烯纖維摻量和混凝土強度等級等因素對梁的正截面承載力、剛度及延性等幾個方面的影響。
  13. Based on plane section assumption, this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp, and makes a simplification of the methods. a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp, calculating results compare well with experimental data

    本文在平截面假定的基礎上分別推導了碳纖維布縱向粘貼大偏心受壓柱的正截面承載力校核和截面加固基本計算公式，並對公式進行了相應的簡化；運用fortran語言編制相應程序對縱向粘貼碳纖維布大偏壓柱進行了數值分析，本文公式計算結果和程序計算結果均與試驗結果吻合良好。
  14. According to the load behavior and defection degrees of existed reinforced concrete bridge, the calculating modeles for normal section strength and bearing capacity for reinforced concrete bridge are established by the elasticity analysis and nonlinear analysis of grade stiffness degeneration

    根據既有鋼筋混凝土橋梁的受力特點和損傷程度，採用兩種方法：即《規范》法分析理論和分級剛度退化非線性分析理論，分別建立了既有鋼筋混凝土橋梁正截面強度計算和承載能力評定的計算分析模型。
  15. Abstract : experimental researches on normal section ultimate fle xural strength of prestressed reverse - rib - slab with excessive steel bar were m ade, and according to chinese norm ( gbj10 - 89 ) and american norm ( aci ) in which s train harmony analysis method was adopted, its ultimate strength was calculated, these make us further realizse the ultimate flexural strength of prestressed r everse - rib - slab with excessive steel bar

    文摘:通過疊合結構中預應力超筋倒肋薄板正截面極限承載力的試驗研究，分別採用規范gbj10 - 89中的受彎構件、偏心受壓構件的計算公式及美國aci規范中的應變協調分析方法計算了極限承載力，從而更清楚地認識了配有高強鋼絲的超筋倒肋板的極限承載力計算問題。
  16. Design and calculate of cfs reinforce rc beam ' s shoulder of main section

    梁正截面承載力的設計計算
  17. Based on this, a program for computation of longitudinal steels is given

    並在此程序基礎上，編制了異形柱正截面配筋計算程序。
  18. The effect of axial load of bearing capacity on nomal section of prestressed concrete

    圓形截面鋼筋混凝土偏壓構件正截面承載力的精確演算法
  19. Improvement of the calculating method of load capacity of diagonal section in concrete members

    鋼筋砼雙向受彎構件正截面承載力計算方法及圖表編制
  20. Abstract : this article analyses and compares the methods to designing steel areas for perpendichlar cross section of single steel rectangle cross section in water conservancy structure and in industry and civil structure, a new method to fast designing is presented

    文摘:通過水工結構與工民建結構單筋矩形截面正截面配筋設計的分析與比較，提出一種水工結構單筋矩形截面正截面配筋的快速設計方法
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