柱面軸 的英文怎麼說

中文拼音 [zhùmiànzhóu]
柱面軸 英文
cylinder per spindle
  • : 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...
  • : 軸Ⅰ名詞1. (圓柱形的零件) axle; shaft 2. (對稱部分的直線) axis 3. (圓柱形的纏繞器物) roller; spool Ⅱ量詞(用於纏在軸上的線以及裝裱帶軸子的字畫)
  1. Xm ) trundle needle, trundleing the post thrust bearing trundles the needle through the roll part of the body, cylinder roller and thrust maintain shelf and the thrust bed down the livestock to make up, trundleing needle and the cylinder roller is subjected to the shelf maintaining that the thrust maintains and guides. moreover thrust bed down the livestock against the difference, shaft, the pedestal encircles and employs in company, fix module shaft shoulder end face and the shell opening back plane dimensional tolerance, geometry accuracy, rigidity, axial is moved up and down, coarse degree ought to accord with the internation , national standard stipulation demand

    滾針,滾推力承由滾動體滾針,圓滾子及推力保持架和推力墊圈組成,滾針和圓滾子受到推力保持的保持架引導,並與不同的推力墊圈,,座圈一起使用,安裝組件的肩端和外殼孔底的尺寸公差,幾何精度,剛性,向跳動,粗糙度應符合國際,國家標準規定的要求。
  2. 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;盆地中以三疊系為的背斜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是形成礦體的有利部位。
  3. Since complicated differential and integral operations were involved in the kernel of the integral equation, we simplified the equation and got the nakano equation. as instances, the planar archimedean spiral antenna, the planar equiangular spiral antenna, the monofilar helical antenna, the conical helical antenna with fixed ascending angle and the conical equiangular - spiral antenna were analyzed through the moment method. all of the results matched fairly well with the references and experiment results

    這種方法的積分方程的積分核里含有復雜的微積分運算,為了簡化計算,本文在推廣的海倫積分方程的基礎上,對方程進行了簡化,推導了nakano方程,並以平阿基米德螺旋天線,平等角螺旋天線,向模圓螺旋天線,具有固定升角的圓錐螺旋天線和圓錐等角螺旋天線為例,用矩量法求解了天線上的電流分佈,研究了螺旋天線輻射的寬頻帶特性,所得的結果均與參考文獻吻合很好。
  4. Therefore, the component force in any direction can be easily calculated through the faculae captured by ccd camera, which provides a good solution to three - axis tactile sensing technology for intelligent robots

    反之,可以很容易地通過光斑積計算出圓觸頭所受到的外力,檢測到在任意方向上的分力大小,從而為智能機器人三力觸覺傳感技術提供了一種新的解決方案。
  5. Gs series high speed involute cylindrical gear box is hard gear side box which is according to national criteria to design and manufacture. its structure form is outside engaged straight fear, oblique tooth gear or herringbone gear of single, closed and parallel axis

    Gs系列高速漸開線圓齒輪箱是按照國際標準設計、生產的硬齒齒輪箱,其結構形式為外嚙合的直齒、斜齒或人字齒結構,單級、閉式、平行傳動。
  6. Four kinds of situations between the smallest outer - contained hexahedron of the same point series and axis of cylinder are presented, and the reliability of the above stated model and analysis is verified by living example

    給出了同一點列的最小外包容六體與圓線間的4種情況,並用實例驗證了所述模型和分析的可靠性。
  7. 3 ) in shell of hyriopsis cumingii ( lea ), the prismatic layers and the nacreous layers are all composed of aragonite minerals, and aragonite crystallites in prismatic layers show obviously preferential orientation of [ 012 ] axis perpendicular to the shell layers, so it is considered that the orientation of aragonite crystallites in prismatic layers perhaps play an important role in deciding the orientation of aragonite crystallites in nacre and acts as one of template to resulting the formation of aragonite with [ 012 ] orientation perpendicular to nacreous layers in nacre

    3 )與海水貝殼明顯不同的是,三角帆蚌稜層礦物相與珍珠層一樣皆為文石相,同時查明稜層中文石晶體具[ 012 ]垂直殼層的明顯的擇優取向。本文認為,三角帆蚌稜層中文石晶體的擇優取向可能對珍珠層中文石晶體的擇優取向存在模板導向的作用,導致珍珠層[ 012 ]定向的文石晶體的形成。
  8. A design method of symmetrical reinforcement members subjected to small eccentric compression by secant method

    矩形截對稱配筋偏壓壓承載力控制配筋時的鑒別條件
  9. ( 2 ) the causation that the caustic phenomena of electromagnetic wave propagation in two - dimension concave reflectors occurs and the types of singularities in caustic fields are investigated, and the conclusion that there are two types of singularities ( fold and cusp ) in caustic fields in two - dimension concave reflectors is obtained ; by symplectic geometrical method, formulations of computing wave fields in and far away from caustic fields in two - dimension concave reflectors are deduced, and the results are plotted in pictures. ( 3 ) the cause of the caustic phenomena of electromagnetic wave propagation in three - dimension concave reflectors and the types of singularities in caustic fields is discussed, and the conclusion that there are three main types of singularities ( fold, cusp and swallowtail ) in caustic fields in three - dimension concave reflectors is obtained ; by symplectic geometrical method, the formulae of computing wave fields in and far away from caustic fields in three - dimension concave reflectors are deduced. particularly, the wave fields in ellipsoid concave reflector are computed, and the results displayed in special sections are given

    論文主要包括三個方: ( 1 )分析了凹反射的焦散現象,給出了不同凹反射的焦散圖; ( 2 )分析了二維凹反射波動場焦散現象產生的原因及焦散區奇性的種類,得出了二維凹反射波動場焦散區奇性主要有折疊( fold )和尖點( cusp )兩種的結論,利用辛幾何方法構造了圓錐曲反射波動場非焦散區和焦散區的通用計算公式,並給出了圓、橢圓及雙曲反射的計算結果; ( 3 )分析了三維凹反射波動場焦散現象產生的原因及焦散區奇性的種類,得出了三維凹反射波動場焦散區奇性主要有折疊( fom 、尖點kusp和燕尾k )三種的結論,提出了利用辛幾何方法計算三維凹反射波動場非焦散區和焦散區的計算方法,並給出了三不等橢球體凹反射波動場的計算結果剖圖。
  10. Then an thorough computer modeling using finite element program with material, geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors, such as comparison with npn - beam splice connection, comparison of varies designed theories, and the varying of fraction coefficient, diameter, grade, pretension and arrangement of bolts, thickness of web and flanges of beam and column, splicing location, axial loading on column, etc. lots of useful conclusions are drawn form computer modelling. finally, design and construction suggestions are given out. this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad

    然後,本文在考慮材料、幾何和狀態三重非線性的基礎上,對該連接形式進行了全的計算機模擬,主要考慮了帶懸臂梁段全螺栓拼接的樑連接節點與無拼接的樑連接及翼緣對接焊接腹板拼接的連接節點的對比,各種設計方法之間的對比,以及翼緣拼接和腹板拼接的螺栓間距、直徑和數量,拼接點與梁端之間的距離,梁和的翼緣、腹板厚度,力,接觸的摩擦系數,翼緣和腹板拼接板的厚度等因素的影響。
  11. If the axis of the cone(cylinder or plane)lies in the plane of the equator the aspect is transverse.

    如圓錐(圓或平位於赤道平內,則成為橫
  12. Thereinto, the transfer beam and transfer truss are used, while for the high - rise building with complex figure, only the transfer slab can be used. because there are few studys on transfer thick slab at present, this paper will discuss the problem

    使用較多的是梁式和桁架式轉換層,而對于上下線錯開的體型復雜的商住樓,則只能採用厚板結構轉換層,由於這方的理論研究還不多,本文就此展開討論。
  13. In this paper, considering the additional bending moments of the axial load about the lateral displacements ( i. e. the second - order effect ), an iterative computer analysis procedure is proposed to predict the load - deformation relations and ultimate loads of steel - concrete composite columns of arbitrary cross section

    本文考慮長向荷載作用下的附加彎矩影響(二階效應) ,提出了一種適用於任意截形式鋼-砼組合長的荷載-變形關系分析和極限承載力分析的數值迭代計算機方法。
  14. Slotted raised cheese head with shoulder

    開槽球位螺釘
  15. Based on the mechanical behavior of the composite column and the yield condition of its components, a formula for computing the ultimate bearing capacity was obtained with the limit equilibrium method

    根據組合各組成部分極限(屈服)條件,應用極限平衡理論建立了截的力學平衡方程,基於鋼骨冀緣對核心混凝土的附加約束,推導了該組合壓極限承載力計算公式。
  16. On the basis of experiments the axial vortex in pump system is analyzed and calculated, the vortex line formulas of planar, cylindrical and axial vortexes are given, and their vortex lines aregraphed

    在試驗研究的基礎上,對泵系統向渦流進行了分析計算,給出了平渦流、渦流和向渦流的渦線計算公式,並繪出了它們的渦線。
  17. The complex amplitude of cylindrical wave fields in the reference plan vertical to the optical axis

    光波場在垂直光方向的參考上的復振幅表示
  18. Owing to the cylindrical surface of piston and jar hole, radial piston pump can be assembled accurately. compared with the axial piston pump, the radial piston pump is better against impact, moreover, it has longer life, higher cubage efficiency and higher control precision

    由於徑向塞泵具有塞與缸體內孔均為圓,易達到高精度的配合等結構特點,因此,比塞泵耐沖擊、壽命長、容積效率高、控制精度高。
  19. Which has high strength, good ductility, impact bearing, erode - bearing, besides, its linear expanding coefficient is almost equivalent to concrete, and it has excellent performance - price ratio etc. this paper is related to 8 rc - poles wrapped by gfrp ( sgfw430 ) and rc - poles are compressed axially, in order to analyze the influence of different stick layer over the pole ' s work performance and the influence between three type axial compress ratio ( 0, 0. 8, 1. 1 ) with one layer gfrp with the contrast poles about limit load - bearing capability, failure state, ductility, section stiffness, restrict losing owing to stress - difference

    其具有強度高,延性好;抗沖擊、耐腐蝕;線膨脹系數與混凝土接近;性能價格比高等多個特點。本文通過8根外包單向gfrp ( sgfw430 )的rc組合,以及混凝土對比心荷載作用下的試驗為基礎,具體詳細地分析子在粘貼不同層數的高性能玻璃纖維和在不同的壓比( 0 、 0 . 8 、 1 . 1 )下粘貼一層的高性能玻璃纖維后混凝土組合相對對比在極限承載能力、破壞形態、延性、截剛度、應力差帶來的約束損失等方的變化情況。
  20. On the basis of analysis previous experiment data, it is conclusion that allowable value of drift angle of elastic and elastic - plastic is 1 / 550 and 1 / 75 respectively, which is applicable to r. c. frame structure with special - shaped column is given out. the conclusion explains that the deformabiliry of r. c. frame structure with special - shaped column lies between rectangle column frame structure and shear wall structure. the calculating formula of allowable value of axial load ratio of special - shaped column is derived, it is compared with that of equaling areas rectangle column

    根據對前人試驗數據的統計分析,給出了適用於異形框架結構的彈性和彈塑性層間位移角限值分別為1 550和1 75 ;指出了異形框架結構的層間變形能力介於普通矩形框架結構和剪力墻結構之間;以t形為例,推導了異形壓比限值的計算公式,通過與等積矩形的對比分析,認為異形壓比限值與其截尺寸的比例關系有關;當腹板受壓或翼緣受壓時, t形壓比限值存在較大差異;不同的荷載角作用,壓比限值變化較大;矩形壓比限值要大於異形壓比限值。
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