組合心軸 的英文怎麼說

中文拼音 [xīnzhóu]
組合心軸 英文
built umandrel
  • : Ⅰ名詞1 (由不多的人員組成的單位) group 2 (姓氏) a surname Ⅱ動詞(組織) organize; form Ⅲ量詞(...
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 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. In this paper the floral ontogeny and the ovary development of rivina humilis l. were observed. the results showed that ( 1 ) the tepal primordia initiated in 2 / 5 spirals. the abaxial one initiated first, then the adaxial one, finally the lateral two initiated nearly simultaneously. the third one initiated on the position near the first tepal, and there is a gap between itself and the second tepal. ( 2 ) the 4 stamineal primordia initiated in one whorl at the same time. ( 3 ) the carpellary primordium initiated from the abaxial side of flower primordium ; the carpellary primordium grew upwards and towards axis after it was formed, therefore an elliptic orifice was formed at the adaxial position of ovary, which was the remainder of the mouth of ovary before the ovary was fused completely. with the ovary maturing, the orifice was narrowed because of the ovary growth, at last fused completely. the gynoecium is composed of a single carpel. ( 4 ) in the series developmental sections of ovary, the ovular primordium was initiated on the adaxial meristem when the mouth of ovary was formed

    對數珠珊瑚的花器官發生和子房的發育過程進行了觀察.結果表明: ( 1 )數珠珊瑚花被呈2 / 5螺旋狀發生,遠側的1枚先發生,其次為近側的1枚發生,最後側方的2枚花被幾乎同時發生,第3枚花被在靠近第1枚的位置發生,第2枚和第3枚之間有1個空隙; ( 2 ) 4枚雄蕊是同時發生的; ( 3 )皮發生於分生織的遠側,皮原基形成后,向上向生長,在子房成熟前在近側非正中位形成1個孔,該孔為皮最終愈前的殘跡,到子房成熟時,因子房的生長孔被擠壓縮小,在進一步的生長過程中愈.子房由1枚皮構成; ( 4 )從子房發育過程的切片看,該植物的胚珠是在子房發生后不久發生的,子房上的圓孔形成時,從近側的分生織發生胚珠原基,由胚珠原基分化出珠被與珠
  2. On the east terrace - fault slope of the depression, the sedimentary mode of fan - shaped delta - slump turbid fan - deep lake facies are developed. on the long axial direction of fula depression, the southeastern groove was filled with a large scale delta which was the main sources, the other little delta limited by the 3 syndepositional fault was distributed down the slope edge of the northern sub - depression. this stage developed a favorable oil sources, reservoir and regional seal which formed the good matching relations of generation, reservoir and seal in the time - space zone

    Abugarbra的sc和sd層序發育在邊界斷層和同沉積斷層活動劇烈、湖盆擴張期,凹陷中發育半深湖-深湖相沉積,在凹陷陡坡發育近岸水下扇,斷階緩坡帶發育扇三角洲?滑塌濁積扇?深湖相,長凹槽和北部次凹的北部緩坡帶發育三角洲體系,此層位是有利生油層和巖性圈閉發育層段。
  3. It shows that the result of resistance under bending and torsion by this method is almost same as that of experiments. correlate equations of bearing capacity of this structure under complex loads are deduced. four expressions of bearing capacity of this structure under complex loads, which are press, bending and torsion, are deduced in the end

    最後利用壓、彎曲和扭轉作用的兩兩作用下的極限承載力相關方程,通過適當的簡化處理,就得到偏於安全的離鋼管混凝土構件在壓、彎曲和扭轉三種荷載共同作用下的承載力計算公式。
  4. This machine is designed with three pyramids - an inner pyramid, a turbo pyrmid and an innerwall pyamid - to creata the universal principle

    錐( 2 . )滾輪斜錐( 3 . )內斜錐互相成宇宙原理而成。
  5. Inserted blade face milling cutters for internal alignment, for combined mounting on spindle - noses no 50 and 60 according to din 2079

    安裝在din 2079的no 50 and 60主頭上內定
  6. This research was also supposed to provide a valuable reference for the construction of 500kv eastern hangzhou transformer substation project. to guarantee the rationality of the torsion and bending load application, a set of experimental equipments was transformed from a traditional one by exerting tangential force on the brim of the fan board and conducting broad - billed roller application. in the actually fulfilled experiments on the capabilities of the members under different ratios of torsion and bending, the equipments proved to be well qualified in load applying to large - tonnage members

    試驗中,為保證扭轉及彎矩荷載施加的理性,在浙江大學工程結構試驗室原有的加載設備的基礎上,分別採用在扇形板邊緣施加切向力和寬承滾加載的方法,改造並調試出一套可專門用於大噸位構件施加扭轉荷載及作用的試驗設備,並利用這套設備進行了離鋼管混凝土構件在不同彎扭比的作用下的試驗研究。
  7. Steel - concrete composite columns are the important load - bearing members in steel - concrete composite structures, in general cases, columns are subject to biaxially eccentric load and sometimes lateral load with its cross sections in various kinds of shape

    鋼-砼柱是結構中的主要承重構件,通常承受雙向偏向荷載、有時還伴有橫向荷載的作用,其截面形式也多種多樣。
  8. Through practical test and theoritical analysis, the paper describes the combined sealing types of centrifugal sealing and spiral sealing and designs the appropriate structural of oil seal

    通過實驗研究和理論分析,論文對承箱兩端密封結構採用了離密封和螺旋密封的密封方式,設計了相應的結構油封。
  9. Report back in the exhibit schedule : march 8, 2006 - 10 days am09 : march 10, 2006 - 12 days remove time : march 12, 2006 exhibitors range : car, car, motorcycle, light truck bearings, railway bearings, magnetic bearing spindle ; aviation aerospace marine bearings, rocket and satellite bearings ; industrial robot bearings, machining center and machine spindle bearings, textile machine bearings, motor bearings, and farm machinery bearings, paper machine bearings, bearings press, bearing mill, metallurgical mining, petrochemical machinery bearings, bearings sporting goods, marine rig bearing ; bearings, bearings gyroscope, high - precision bearings, high - speed bearings, linear motion bearings, needle roller bearings, thrust bearings, ultra - low - temperature bearings, special bearings, ceramic ball bearings, spherical with trophies bearing miniature bearings, quiet motor bearings, ball bearings, roller bearings, lubricating bearings corrosion resistant bearings, bearing joints ; bearing ring blank refinement, precision ball and roller crown, with nails cage

    撤展時間: 2006年03月12日參展范圍:轎車汽車摩托車輕型車承鐵路承磁懸浮承電主航空航天航海承火箭及人造衛星承工業機器人承加工中及機床主承紡織機承電機承農機承造紙機承印刷機承軋機承冶金礦山石油化工機械承體育用品承海洋鉆機承陀螺儀承高精承高速承直線運動承滾針承推力承超低溫承特種專用承陶瓷球承帶座外球面承微型承靜音電機承球承滾子承潤滑承耐腐蝕承關節承套圈精化毛坯精密鋼球凸度滾子帶釘保持架承滾動體等承部件。
  10. The hotel in 1996 to conduct a comprehensive transformation, a five - star hotel by international standards redesigned by beijing chinese landscape garden design research center and the nanjing jin design engineering limited common design teacher, a french palace - style architecture of the main architectural style, from french garden plaza with axes, tanks, radiation shape and mould designs roads covered grass look green portfolio, the entire building full of euro customs groups, zhuhai rare indeed for the modern garden - style hotel

    該酒店於1996年進行全面改造,按國際五星級酒店標準重新設計,由北京中國風景園林規劃設計研究中及南京金海設計工程有限公司的名師共同設計,建築主體採用法國宮廷式的建築風格,廣場借鑒法國宮苑,以線水池放射狀道路及模紋綠毯草渾然,整個建築群體充滿了歐陸風情,確為珠海市不可多得的現代的園林式酒店。
  11. A schedule, to report back on display : august 28, 2006 29 9am - 5pm 2 am09 : august 2006 30, 31 to 9 1 9 : 00 - 16 : 30 3, the opening time : august 30, 2006 at 9 : 30 4, remove time : september 1, 2006 as at 15 : 00 exhibitors scope of various bearings : metallurgical mine bearings, machine tool spindle bearings mill bearings, miniature bearings, bearings, ball bearings, roller bearings, needle roller bearings, roller bearings, gyroscope bearings, a high - precision bearings, high - speed bearings, bearings with block, linear motion bearings, low noise bearings lubricated bearings, ultra - low - temperature bearings, corrosion resistant bearings, joints bearings, deep groove ball bearings, angular contact ball bearings, aligning ball bearings, aligning roller bearings, cylindrical roller bearings, bearing a round, spiral roller bearings, thrust bearings, thrust ball bearings, thrust angular contact ball bearings, thrust spherical roller bearings, thrust needle roller bearings, thrust tapered roller bearings, turntable bearings, spherical ball bearings outside of cv and other bearings

    參展范圍各類承:冶金礦山承機床主承軋機承微型承滾珠承滾筒承滾針承滾子承陀螺儀承高精承高速承帶座承直線運動承低噪音承潤滑承超低溫承耐腐蝕承關節承深溝球承角接觸球承調承調滾子承圓柱滾子承圓承螺旋滾子承推力承推力球承推力角接觸球承推力調滾子承推力滾針承推力圓錐滾子承轉盤承外球面球承等速萬向節及其它承。
  12. Its block adopts high - quality bearing of the sealed lid, which is quiet and smooth, and the finger slipps silently, the space combination is so arbitrary

    其滑輪採用密封蓋優質承,靜音順滑,手指輕觸滑動無聲,達到空間所欲的境界。
  13. Secondly, it discusses the core issues on contingent claims of the risk - return and managerial procedures of risk identifying, measuring, controlling and decision - making. thirdly, it introduces the theories of portfolio management, asset pricing, arbitrage pricing, options pricing, hedge, comprehensive risk management. next, it expatiates the current risk management method which are extensively used in the real world, especially, the applying of var model in our country. finally, on the basis of above, the paper sets forth presentiment and administrative system

    第三章首先分析了投資銀行風險管理的內涵、風險管理的目標,闡述了風險管理的-風險和收益的相機抉擇和風險的識別、衡量、控制和決策的管理程序。詳細介紹了資產管理理論、資本資產定價理論、套利定價理論、期權定價理論、套期保值理論和綜風險管理理論等風險管理理論工具。對目前在國內外應用成熟的風險管理方法也作了闡述,特別對var模型在我國的應用進行了探討。
  14. Abstract : as there were leak on contact place between shaft and rotor - body in built - up hollow rotor, dropping discharg gas speed of pump and efficiency applied of oil - sealed sliding vane rotary vacuum pump

    文摘:式空轉子由於頭與轉子體之間的結面存在著滲漏,使泵的抽氣效率性能下降,從而影響其在應用中的效率。
  15. By means of the precise integration method with lagrangian interpolation the trajectory of the shaft center, the poincare mapping and the bifurcation graphs are numerically given. the results predicted by the floquet theory are checked and the long - term dynamic behavior of the system is predicted. it is shown that the system has rich nonlinear behaviors at some m combination of the four parameters, for examples, multi - frequency subharmonic resonance, as well as chaos phenomenon from doubling bifurcation and twice hopf bifurcation

    通過lagrange插值精細積分法數值給出系統的軌跡圖、 poincar映射圖、分叉圖,檢驗floquet理論預測結果並預測系統的長期性態,顯示系統在四個參數的某些范圍內具有豐富的非線性特性,還存在多形式次諧波解,以及由倍周期分叉、二次hopf分叉通往混沌的現象。
  16. Abstract : the paper analysis control requires of the axial - flow compressor. in order to protect axial - flow compressor from the surging, using the programming single - loop adjuster ( its kernel is a microprocessor ) as the adjuster, comparing with the traditional analogy / digital adjusters, can make the system much simpler, more functional and more reliable

    文摘:分析了流壓縮機工況的控制要求和控制方案.採用了以微處理器為核的智能儀表? ?可編程型單迴路調節器作為控制調節裝置,與傳統的模擬/數字調節器和繼電器開關的方式比較,系統構成簡單,控制功能強,可靠性高,為實現流壓縮機防喘振控制提供了一種集約式設計方案
  17. 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

    根據柱各成部分極限(屈服)條件,應用極限平衡理論建立了截面的力學平衡方程,基於鋼骨冀緣對核混凝土的附加約束,推導了該柱的壓極限承載力計算公式。
  18. The test data demonstrate that the column strengthening by the prestressing force can be removed load and strengthened synchronously and the lagging of strain of the new parts compared that of the old can be cleared up when twice - loaded. the bearing capacity of whole construction is increased remarkably and the material of both the new parts and the old reach ultimate states

    通過試驗數據分析可見,預應力法加固受壓構件可以達到加固與卸載同步進行,使新加部分在二次受力相對于原混凝土的應變滯后現象得到較好的消除,加固后構件整體承載力得到顯著提高,新加部分與原構件材料的承載潛力可以達到最大的發揮。
  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柱,以及混凝土對比柱在荷載作用下的試驗為基礎,具體詳細地分析柱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柱相對對比柱在極限承載能力、破壞形態、延性、截面剛度、應力差帶來的約束損失等方面的變化情況。
  20. The specimens of rpc filled in steel tube short columns were studied, and their characters of deflection were analyzed. the tested cures of loading - displacement relationship of rpc filled in steel tube short columns were given and the characters were discussed. a formula for predicting the ultimate bearing capacity of rpc filled in steel tube short columns under axial compression was derived from the limit equilibrium method

    分析了鋼管活性粉末混凝土短柱的變形特點,模擬了鋼管活性粉末混凝土結構的三種加載方式,探討了該結構的工作機理,分析了試件受荷時的變形特點,給出了試件的實測荷載-變形曲線,並分析了套箍指標、加載方式等對鋼管活性粉末混凝土受壓時的荷載-變形曲線的影響。
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