肋的 的英文怎麼說

中文拼音 [lèide]
肋的 英文
costalis
  • 肋 : 肋構詞成分。
  • 的 : 4次方是 The fourth power of 2 is direction
  1. Taking the caiyuanba changjiang river bridge in chongqing as an example, this paper makes a study of the effect of tilting angle of basket handle arch rib on the stability of the overall arch bridge and gives the rational tilting angle of the arch rib, using the finite element method

    摘要以重慶菜園壩長江大橋為例，利用有限元方法研究提籃拱的拱肋側傾角對全橋穩定性的影響，給出拱肋的合理側傾角。
  2. The methods of modificatory lattice cross - section and equivalent circular cfst cross - section for calculating the maximum load of dumbbell cfst columns with eccentric loading were presented in this paper. the ultimate strength of 14 specimens were calculated by the two methods were close to experimental results. finally, the two methods were used to calculate the ultimate strength of arch bridge of zhengzhou yellow river highway

    對現有鋼管混凝土啞鈴形構件極限承載力的計算方法進行了分析，在此基礎上，提出了計算鋼管混凝土啞鈴形構件的偏壓極限承載力的修正的格構式截面法和等效截面法，兩種演算法的計算結果與試驗值均吻合較好，最後用這兩種演算法計算了鄭州黃河公路二橋拱肋的極限承載力。
  3. Test on extended end - plate with end - plate stiffer beam - to - column connection

    帶端板加勁肋的外伸端板連接的樑柱節點試驗
  4. If the taper support ribbed surface and the cam cam rollers have not sleek, will be for damage to the division

    如果錐度支撐肋的凸輪表面和凸輪滾子之間有不滑順情況，則會損害到分割器。
  5. This paper applies nonlinear finite element program bsnfem to analyze the behaviors of eccentrically braced steel frames under cyclic load. the study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel frames have been some studied before. this paper fills the black in the filed factor of high - span ratio, brace stiffness and brace - to - beam connections to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel trames and any factor to be changed affect energy - dissipation capacity of y shape eccentrically braced steel frames

    對耗能梁段的長度、耗能梁段腹板的厚度、耗能梁段翼緣的厚度、耗能梁段加勁肋的間距、耗能梁段加勁肋的厚度、支撐的夾角等因素的改變對d形、 k形偏心支撐鋼框架耗能的影響，前人已有一些研究，本文對這些因素的影響進行了全面系統的分析，完善了理論分析的不足；而結構高跨比、支撐剛度、支撐與梁的連接形式等因素對d形、 k形偏心支撐鋼框架破壞機理的研究以及各種因素對y形偏心支撐鋼框架破壞機理的影響，則很少有人涉及，本文對此也進行了深入系統的分析，填補了這一研究空白。
  6. The result is that an industry which until relatively recently was seen as a worthy but dull branch of the financial services universe is now one of its hottest growth areas

    於是，這個不久前還被視為金融服務業中的雞肋的行業，現已成為最熱門的增長領域之一。
  7. Scaffolding construction of concrete filled steel tube arch bridge with no wind - support system

    無風撐鋼管混凝土拱肋的支架施工
  8. A combined network which consists of four subnets is put forward. every subnet is trained using the data of one portion of arch - ring elements, and the outputs from all subnets give the whole damage information of the arch - ring

    構造了一個由四個子網組成的組合網路，每個子網分別針對拱肋中的部分單元進行訓練，然後由各子網的輸出共同給出整個拱肋的損傷狀態。
  9. The internal passage is rectangular cross - sectioned with two opposite ribbed walls, and the rib - turbulators are staggered arranged

    通道模型為上下壁面帶肋的矩形橫截面通道，其中上下壁面的肋錯排布置。
  10. Computation of the transient temperature distribution of the spar - rib of the rlv during the reentry

    可重復使用飛行器翼肋的再入瞬態溫度分佈計算
  11. At present, there are no information or specification on studying the transverse stiffener of the thinned - web beam systemically. and there are a small few literatures related on load - bearing ability and laying of the transverse stiffeners of the thinned - web beam

    目前，只有極少資料簡單介紹了薄腹板梁橫向加勁肋的受力及設置等問題，尚未見薄腹板梁橫向加勁肋的系統研究文獻。
  12. In this paper we study the transverse stiffeners of the thinned - web beam bearing several concentrated longitudinal strain actions. thinking of using post - buckling strength of web plate, we study some facts about tran sverse stiffeners including strain ability, condition of breaking, calculation of strength and stabilization of the stiffener bearing regional load action

    本文對受多個集中荷載作用的薄腹板梁的橫向加勁肋進行了研究，分析了利用腹板屈曲后強度時，橫向加勁肋的受力狀態、破壞機理，以及加勁肋局部承壓的強度計算公式和穩定計算方法。
  13. Then calculate the member individually, including the calculation of load - behavior capacity, the calculation of high strong bolt with the method of connection with beam, the design method of stiffening rib, etc. the text educed the above - mentioned formula theoretically. 5. linking with windmill flat engineering example in the third youth flat engineering of yi zhuang development area, beijing, it and steel frame constitute the steel frame ? steel shear wall with slit system respectively are analyzed the whole structure by ansys and satwe

    既利用剛度等效的原則，把其轉換為工程計算軟體可以計算的支撐體系，然後對構件進行單獨計算，包括承載力的計算、和梁接合方法? ?高強螺栓的計算、加強肋的設計方法等內容； 5 、帶縫鋼板剪力墻與鋼框架形成鋼框架? ?帶縫鋼板剪力墻結構體系，結合北京亦莊經濟開發區青年公寓三期工程中的風車公寓工程實例，分別採用ansys和satwe進行了結構整體分析，兩者的計算結果相吻合。
  14. Stop : stop rotating output shaft, cam rollers contact roller cam bearings taper ribbed support of the re - direct

    停止：出力軸停止旋轉，凸輪滾子接觸滾子軸承式凸輪錐度支撐肋的重直部分。
  15. The channel of t / p = 0. 5 shows the best heat transfer characteristics, and t / e = 0. 3 gives the the best heat transfer characteristics. especially, the 45 / 45 channel could obtain more obvious heat transfer enhancement than 45 ? 60 ? channel

    粗糙肋的寬度與肋間距之比t / p ，肋寬與肋高之比t / e對通道換熱均有一定影響。
  16. The ultimate capabilities of the stub column specimens made of channel or angle tubes can increase more than 18 % or 29 % respectively comparing with the specimens without ribs

    設肋的短柱能達到較高的極限承載力，與無肋的試件相比，單向設置斜肋短柱的極限承載力提高了18 % ，雙向設置斜肋的提高了29 % 。
  17. A new type composite quay - wall panels of steel and concrete with profiled steel used as the stiffeners were proposed to meet special requirements

    摘要基於特殊需要，提出了帶型鋼加勁肋的鋼板混凝土組合板這一新型組合碼頭面板。
  18. Third, a theoretic approach based on total theory of plasticity is for the first time applied to analyze elastoplastic torsion rigidity of the tubular, and the results are well proved by the test data. also for the first time, the plastic stability of the spiral skew stiffening shell is studied. it is shown in the experiments that there is the comparability between the stability of the members at plastic limit and that of the thin - shelled steel tubular with the spiral skew stiffening concrete rib

    本文首次分析了扭轉作用下的螺旋斜向加勁殼的塑性穩定性問題，還根據試驗觀象的觀察，對構件在塑性極限時的狀態，簡化為內壁襯朽螺協剎向加勁混凝土肋的薄壁鋼管的塑性穩定問題，利用塑性殼體穩定理論進行了探討。
  19. Using the general finite element programming package of ansys10. 0, the study of gabled frames beam - column end - plate connections is made, considering synthetically nonlinear ( material, geometry and contact ), bolt pretension forces and ratio of axial compression stress to strength. elastic - plastic finite element analyses are carried out among 28 species of 3 series under monotonic loads, in order to discuss the influence of parameters including stiffness of end - plate, bolt diameter, friction coefficients and so on

    本文使用通用有限元軟體ansys10 . 0綜合考慮了三重非線性（材料非線性、幾何非線性以及狀態非線性）的影響，同時考慮了螺栓預拉力的影響，對考慮端板厚度、端板加勁肋的設置、螺栓直徑、摩擦系數等參數不同的3個系列（端板系列，螺栓直徑系列，摩擦系數系列） 28個試件進行了有限元數值模擬，對連接節點的性能進行了分析研究。
  20. 4 ) the lateral elastic stability of the arch rib with 3 - dimention fem program is analyzed, some influence factors such as suspender, arch rib and wind brace etc. are comprehended. the results may ensure the construction and be useful to designers

    採用空間有限元程序分析拱肋的彈性穩定性，了解拱肋、風撐、吊桿等因素對穩定性的影響程度，以指導設計並確保施工安全可靠。
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