曲肋 的英文怎麼說

中文拼音 [qūlèi]
曲肋 英文
curved rib
  • 曲 : 曲名詞1 （一種韻文形式） qu a type of verse for singing which emerged in the southern song and ji...
  • 肋 : 肋構詞成分。
  1. The results indicate that e. rhytidosperma bears pollen with 5 waved ridges and developed hyaline lines in the grooves, which is typical for type a of pollen morphology in the genus

    結果表明斑子麻黃的花粉形態也非常特殊，其縱肋數目5條左右，縱肋波狀扭曲，肋間溝槽內透明線發達且分枝。
  2. Stretch - bending former is used to manufacture curved pieces with large size and high shaped precision. generally, these pieces are relatively large winding radius extrusion or sheet bending profiled bars. especially, stretch - bending former is the needed equipment to produce rims, ribs, edges and strips of airplanes

    拉彎機是生產加工飛機上的框肋緣條等型材零件的必須設備，常用於製造尺寸大、外形準確度要求較高、相對彎曲半徑大的擠壓和板彎型材彎曲件。
  3. Is the dog slab sided ( lack of rib spring ) or barrel ribbed ( too wide )

    狗肋部是平板的（肋骨彎曲不足）還是桶狀肋（太寬） ？
  4. Design examples of rfd, 2005. http : joo - haeng. etri. re. kr geolix bezierribfan. 3 farin g. curves and surfaces for cagd : a practical guide

    對于bezier曲線而言，它的肋形是從給定曲線中提取的另一種bezier曲線。
  5. A program finite strip analysis model is formed and finite strip computer software is also made in this paper. the buckling behaviors of plates with flat - hat intermediate stiffener are analyzed by employing finite strip method

    論文建立了有限條法分析模型，編制了有限條計算程序，用有限條法分析了帽形中間加勁板件的屈曲和帽形肋條的加勁性能。
  6. Geometric properties of ribs and fans of a bezier curve

    Bezier曲線肋形和扇形的幾何特性
  7. 3. seismic response analysis is done by using time history analysis method in aluminum alloy double - layer cable dome and the displacement and the axis stress of the structure under the seismic response are obtained and the results are compared with the ones of the spectrum analysis

    採用時程分析法對肋環型鋁合金雙層球面網殼結構進行了地震分析，得出了結構在地震荷載作用下的位移、軸向應力的變化曲線，並且與譜分析結果以及相應的鋼網殼作了比較。
  8. Find the value of the bending stress and the deflection at the center if the ribs are omitted.

    如果略去肋條，求中心處的彎曲應力和撓度之值。
  9. Use a square to align each rib at 90 degrees from the spars and perpendicular to the span

    使用一個曲尺以從桅桿和豎直到跨度的90度排齊每個肋。
  10. Glass fibre reinfroced corrugated or ribbed polyester sheets. static deflection tests under distributed load

    玻璃纖維增強聚酯波形板或加肋板.分佈荷載靜力彎曲試驗
  11. 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。
  12. The post - buckling analysis of ring - stiffened shells under hydrostatic pressure using compound strip method

    復合有限條法研究水壓作用下加肋柱殼的后屈曲
  13. Because the intervals of two side girders are relatively large in the structure of the floor, it is not even and some and out of shape that its bridge of panels must be produced at the same time horizontally and crookedly and vertically except deforming wholly, level analyse can receive the satisfied result already at this moment, is it is it accord with floor structure real work state, girder of cable - stay bridge just to analyse with whole out of shape relevant non - linear space of function while being out of shape while being above - mentioned to consider only, but about this research rarely seen to report bridge worker is it understand their receive strength characteristic in an all - round way to need badly publicly

    由於肋板結構中兩個邊主梁的間距較大，其橋面板除整體受力變形外必然同時產生橫向彎曲和縱向不均勻局部變形，此時平面分析已不能得到滿意的結果，只有考慮上述變形與整體變形相關作用的非線性空間分析才符合肋板結構主梁斜拉橋的實際工作狀況，但有關這方面的研究鮮見公開報道，橋梁工作者急需全面了解其受力特性。
  14. In the paper, the latticed shell of double - layer hyperbolic pyramid is vertically applied to the structure of cooling tower and reinforced concrete planks with ribs are put up around the latticed shell, in accordance with situation that the most latticed shells are applied to lateral roof and cooling tower is put up by the reinforced concrete structure, a kind of new construction that includes the lower reinforced concrete structure and the upper latticed shell structure is established

    本論文把雙層雙曲線四角錐網殼結構豎向應用於冷卻塔的筒壁，在網殼的周圍掛鋼筋混凝土帶肋板。由於目前大多數網殼結構都水平應用於屋蓋或樓蓋結構和冷卻塔筒壁大多數採用鋼筋混凝土結構，本文的研究形成了一種上部網殼結構下部鋼筋混凝土結構的新型結構。
  15. The following is the experimental investigations on solidification process of stearic acid. the influences which the inlet temperature and reynolds number of the cooling water have on the solidification process are presented. figures that display how heat flux change versus time has been drawn and analyzed

    然後是硬脂酸凝固問題的實驗研究，分析了換熱流體進口溫度、換熱流體re數大小對凝固過程的影響，繪制了凝固過程中熱流密度變化曲線，比較了螺旋肋肋寬對強化傳熱效果的影響。
  16. There are two different constitution forms for the square tubes with ribs in the test specimens, one consists of two welded channels with stiffening lips ( channel tubes ), stiffening lips ( angle tubes )

    根據無肋、單向設置斜肋和雙向設置斜肋3種截面形式、 2種截面尺寸的18個薄壁鋼管混凝土軸壓短柱試驗結果，比較和分析了各試件的試驗現象、破壞模式及荷載位移曲線等。
  17. After comparing between the finite - element analysis and experimental results, the author verified the fem. then according to the chinese code, the nonlinear finite model of the beam - to - column is established which are made of different size components. the responses of beam - to - column web moment connections which are made of different size components are compared and analyzed from three facets, and the conclusions about the joints behavior are drawn : thicken the connection plate, lengthen the connection plate or use a back - up stiffer can improve the connection behavior, consist of improving the behavior of load - supported and reducing the stress convergence in the flange moment plates

    本文根據我國規范的有關規定，自行建立了12個不同構件尺寸的樑柱腹板連接的三維有限元模型，對不同構件尺寸的樑柱腹板剛性連接節點在單向荷載作用下的反應進行了研究，從結構的mises應力等值線示意圖、梁端加載處的荷載? ?位移曲線、翼緣連接板兩端的mises等效應力以及翼緣連接板與柱相連接的三邊的mises應力等值線示意圖四方面進行了比較與分析，從而得出了不同構件尺寸的樑柱腹板剛性連接的在受力行為上的結論：增加翼緣連接板的厚度、增加翼緣連接板的長度以及採用柱的橫向加勁肋均可以改善節點的受力性能：提高節點的承載能力；減小翼緣連接板內部與柱翼緣邊的的應力不均勻現象，從而避免試件過早地發生破壞。
  18. Shoulders are clean - cut and slopingwithout protrusion and so set that the upper points of the withers areat an angle which permits a wide spring of rib

    肩輪廓分明，略傾，沒有突起，馬肩隆的尖端成一角度，以保證肋籠有足夠的曲率。
  19. Experimental results show that the new cfrt - column to steel - beam joints proposed in this paper possess good earthquake resistant capacity. the infilled concrete benefit to restrain the buckling deformation of column webs, increase the strength and stiffness of the joint. the lengthened stiffener can transfer much more beam moment, make the strength of the joint increased

    試驗表明，在保證焊接質量的前提下，本文提出的新型方鋼管混凝土柱?鋼梁的節點具有良好的抗震性能；內填混凝土有利於抑制柱腹板的屈曲變形，增加節點的承載力和剛度；加勁肋長度的增加有利於傳遞梁端彎矩，使節點的承載力提高。
  20. The calender frames are provided with stiffening ribs and distension treatment granting the maximum rigidity together with the absence of distortions and vibrations

    壓延機框架帶有加強肋，並經過膨脹處理，從而賦予最佳的剛性，防止發生扭曲和振動。
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