斜柱 的英文怎麼說

中文拼音 [xiézhù]
斜柱 英文
batter post
  • : 形容詞(跟平面或直線既不平行也不垂直的) oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  1. Since the axis of the part is not on the same line, it may be necessary to amend the part in order to make it ease to produce. the amendable method mostly is the fw pattern in the juncture of fastigiated column and sphere

    此航天特異零件各部分回轉軸不是同一直線,因此針對這種特性對段和與球缺端頭過渡段的纏繞做了理論上的分析與設計。
  2. Prism wheel : ladder, column, 4 arris, comet prism

    四棱鏡,梯度鏡,面鏡,面鏡,白光
  3. From the analysis, some suggestion about joint rigidity design is put forward : 1. joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2. the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3. withm the permissive construction condition, exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4. when the rate of joint rigidity to beam rigidity, that is called, is less than 0. 1, the joints can be regarded as zero - rigidity joints ; on the other hand, if is more than 26, it is rigid connection joints

    採用截面梁並在樑交接處局部加腋能明顯提高節點剛度和梁的抗彎能力; 3在允許的施工條件下,應優先採用外伸式端板放節點,有利於提高節點剛度,進而提高節點的抗彎能力; 4節點剛度與其連接構件的剛度比值0 . 1時,可按鉸接節點設計; 26時,可按剛接節點設計。
  4. Using vba : 3d modeling of the involute - column - bevel gear

    實現漸開線圓齒輪的三維建模
  5. In this paper, the relation between differential driven ratio accuracy and the common normal length error of cylindrical bevel wheel has been found by experimental method, which provides a efficient way for cylindrical bevel wheel manufacturer to control the common normal length error of the wheel

    摘要通過實驗研究,尋找出差動傳動比的精度與齒圓齒輪的公法線長度誤差的關系,從而為齒圓齒輪的加工提供一個可以控制齒圓齒輪公發線長度誤差的有效方法。
  6. Triclinic branchy - prism

  7. The author suggests that the three lithosphere - scale faults, lancangjiang fault, jinshanjiang - ailaoshan fault and axis fault in the middle of the basin, are the main geological structures that control the formation of basin, magmatism and metallogenic congregate district. the anticline structure with an axis of triassic strata and the related fault system within the basin, and gonglang arch - shaped folding structure in the south of the basin are the geological structure controlling the formation of ore fields. junctions of two or more faults with different orientation, interlayer cataclastic structural zone and oxidation - reduction ( redox ) boundary were the favorable position for the formation of ore bodies

    認為瀾滄江斷裂、金沙江-哀牢山斷裂及盆地中軸斷裂這三條巖石圈斷裂是主要的控盆-控巖(巖漿巖)構造及礦集區尺度的控礦構造;盆地中以三疊系為軸的背構造及相關的斷裂系統、盆地西南緣公郎弧形構造等是礦田尺度的控礦構造;多組斷裂的交叉、層間破碎帶及地層中的氧化還原界面是形成礦體的有利部位。
  8. A volume speed controlling system is selected on the fluid drive system of sugarcane mill, which consists of cam type axial piston variable pump and ram marathon fixed motor. an individual hydraulic system is adopted by the up - axis of the mill

    甘蔗壓榨機液壓驅動系統採用盤式軸向塞變量泵與橫梁傳力內曲線馬拉松式定量液壓馬達組成容積調速閉式系統。
  9. The ball glanced off the goal post into the net.

    球撞到球門飛入網。
  10. The ball glanced off the goal post into the net

    球撞到球門飛入網
  11. New method of tilt jack angle steel location of half - dig cross - pillar base

    半掏挖斜柱基礎插角鋼定位新方法
  12. As far as the solid inclined column - wall transfer r. c joint is concerned, the inclined column with a bigger angle 、 transfer beam and square column work as a whole, and the load transfer mechanism is similar to the transfer beam. the stress state in the wall is much more even, so the effect of transfer is much better than that of the hollow inclined column - wall transfer r. c joint

    對無孔斜柱轉換節點而言,由於斜柱與轉換梁和方形成了一個整體,而且斜柱角度較大,因而其傳力機制和加腋的轉換梁類似,但薄壁中的應力分佈更為均勻,轉換效果更好。
  13. According to test results of two specimens of local transfer rc joint from inclined column to beeline - shaped wall under vertical static loads and results of corresponding finite element analysis ( ansys ), fundamental behaviors of the joint are achieved, which include paths of vertical load transfer before and after cracking, stress distributions, occurrence and development of cracks and final failure mode of the joint

    本文通過兩個鋼筋混凝土斜柱?一字形薄壁局部轉換節點在豎向荷載作用下的靜力試驗以及有限元分析,獲得了該節點的基本性能,其中包括開裂前後的豎向荷載的傳遞路徑、試件應力分佈,裂縫的發生、發展,及試件最後的破壞形態等。
  14. Experimental study on seismic behaviors of transfer floor from inclined column to framed short - leg shear wall

    框支短肢剪力墻結構中斜柱轉換結構的抗震試驗研究
  15. As far as the hollow inclined column - wall transfer r. c joint is concerned, the paper introduced the truss model to calculate the internal forces of transfer beam, inclined column and square column

    在有孔斜柱轉換節點中引入了桁架模型以確定轉換梁、斜柱及方的內力。
  16. The result indicate that there is much difference between the hollow inclined column - wall transfer r. c joint and the solid inclined column - wall transfer r. c joint on the mechanism of load transfer

    結果表明有孔斜柱轉換節點和無孔斜柱轉換接點的豎向受力性能和傳力機制存在著明顯的差異。
  17. In the test, the stress distributions of wall which is upon the transfer beam and square column and the vertical stress distributions of transfer beam and inclined column are specially studied

    試驗重點研究了兩類節點中薄壁與方和轉換梁相接處的豎向應力狀態、轉換梁應力狀態以及斜柱和方的應力狀態。
  18. In the paper, the method of equivalent stress is adopted to confirm the outside force of the truss model, and the factor of the angle of inclined column is considered. a design method of the wall was suggested

    採用等效應力法確定了桁架模型的外力,即薄壁傳來的荷載,其中考慮了斜柱的傾角以及反映薄壁與轉換梁共同作用的薄壁端部塑性發展系數的影響。
  19. As far as he hollow inclined column - wall transfer r. c joint is concerned, the stress state of transfer beam is very critical, because it bears not only the vertical load transferred from the wall, but also the axial load initiated by the inclined column

    對有孔斜柱轉換節點而言,轉換梁的受力最為不利,它不僅承擔由薄壁傳來的垂直荷載,而且還承擔由斜柱水平分力引起的軸向拉力,即截面上有彎矩、剪力和軸力的共同作用。
  20. According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall, which are subjected to the vertical loads and the horizontal cyclic loads, in this paper the stress distributions, final failure model of the specimens, paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail, the ductility and energy dissipation of the specimens are also specially studied

    摘要通過對兩榀框支短肢剪力墻斜柱轉換結構在豎向荷載及水平低周反復荷載共同作用下的擬靜力試驗,分析了試件的應力分佈狀態、破壞形態、荷載傳遞規律以及轉換梁的受力性能和試件的抗震性能。
分享友人