軸向引線 的英文怎麼說

中文拼音 [zhóuxiàngyǐnxiàn]
軸向引線 英文
axial lead
  • : 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)
  • : Ⅰ動詞1 (牽引; 拉) draw; stretch 2 (引導) lead; guide 3 (離開) leave 4 (伸著) stretch 5 (...
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  1. On this foundation the article inducts in detail the method which is based on the relative settlement of calculating unit area end support ( qb ) force at the same time considering the feature of pedestal pile ' s " arch effect " the article introduces conception of pile effective length and finally obtain t he formula of calculating man - made pipe with bulb - shaped axial carrying capacity. the article uses marc program to calculate and analyze foundation soil ' s stress and displacement and gets the change curve chart and the proportion that is shared by king - pipe side soil friction resistance and pipe end counterforce respectively. the article inducts the structure of pedestal in detail on the basis of generalizing pedestal application cases of many countries

    在此基礎上論文詳細歸納了以相對沉降為依據確定單位面積端承力q _ b的計算方法,並考慮擴底樁的「拱效應」特點入了有效樁長的概念,最後結合公路規范推出了比較實用的人工挖孔擴底樁承載力計算公式。論文運用了marc程序對地基土的應力和位移進行了有限元數值計算分析,得到了地基土的應力和位移場的變化曲和在加載過程中樁側土摩阻力和樁端反力各自所承擔的比例;本文還在總結各國挖孔擴底樁應用情況的基礎上就擴底樁的構造進行了詳細的歸納。
  2. Ofta has issued a notice earlier to the satellite master antenna television ( smatv ) licensees, class licensees of in - building telecommunications systems, operatorsowners of in - building coaxial cable distribution systems ( ibccds ) ( including communal aerial broadcast distribution ( cabd ) systems, closed circuit television ( cctv ) systems, cable television ( ctv ) systems ) to alert the residents that they might need to adjust their vcrs or other equipments to avoid using channel 35 and 37 as radio - frequency ( rf ) output channel for connection to the television sets

    電訊管理局已就此事本港衛星電視共用天系統牌照持牌商、樓宇內置電訊系統類別牌照持牌商,以及大廈內同電纜系統營辦商擁有人(包括共用天分佈系統、閉路電視系統、有電視系統)發出指,呼籲有關單位提醒其用戶如有需要可調整錄影機或其他器材,避免使用頻道35及37作為接駁電視機的訊號接收頻道。
  3. This article imtroduces adesign for a new style nonelastic element flexible c ouple r with good combinedcompensntion functions of axial, radial and anguladirection s. it s a mew idea designwith a simple and reasonable construction, lowpri ce and convenient maintenance. also it hasa super axial compensating ability compared with common couplers. the theory is that therotary force can be changed into lev eladvanced force. it has been proved that this couplerhas a good combined techn ique proprety and a higher rate between quality and price. itmust have cheerful prospects of application

    設計了一種具有良好的、徑及角綜合補償功能的新型無彈性元件撓性聯器.這種聯器構思新穎,結構簡單,容易加工製造,便於裝拆維修,具有一般聯器所不能實現的超大補償能力.設計原理可伸拓寬到將轉動動力轉變為直推進動力的設計上.實踐證明,該聯器具有良好的綜合技術性能和較高的性能價格比,極具應用前景
  4. 3. a space bond slip relation of reinforcements in either end of a member is proposed, based on one - dimensional bond slip model of reinforcements proposed by teng zhiniirmg from tsinghua university, the first - time loaded ascending stage ? curve of which model is modified as the line which parameters are not changed so as to simply the computation. the bond, slip is regarded as the boundary nonlinearity of a member

    3 、採用清華大學滕智明建議的一維鋼筋粘結滑移恢復力模型,但從簡化計算的角度出發,將首次加載的上升段曲改為直,並假定構件端部的諸多縱鋼筋的滑移服從平截面假定,考慮由節點錨固區粘結滑移起的構件端截面和兩轉角附加變形。
  5. All of the hydraulic structures are arranged in the right bank and four underground seepage tunnels are arranged parallel in horizon, and the axle wires intersect with syncline axis almost perpendicularity, and with rock formation obtusely. complex underground tunnels are formed under such formidable conditions, and each of seepage tunnels crosses nuclear of syncline and comes up against interlaminar sharing disturbed belt at different footage

    四條水發電隧洞在平面上平行布置,與本區構造近於垂直,與巖層走大角度相交,構成一復雜地下洞室群,並在不同洞段通過沙金壩斜核部,且遭遇多條層間剪切錯動帶。
  6. In order to make the sensitivity of 2 - demension accelerometer along the two main arbors almost identical, symmetric four - beam structure that embeds a double - sides interdigitated differential capacitive with puckered beam in two directions was used as sensitive component. in addition, the differential capacitive accelerometer fabricated by bulky silicon micromechanical technique has high sensitivity, wide measurement scope, less nonlinear error, and simple converting circuit. then, the structure parameters of the sensitive component were calculated and stimulated, which results in a set of the optimized structure design parameters, main fabrication procedure and several key fabrication technology

    為使二維振動傳感器在兩主的靈敏度大致相同,敏感元件採用高度對稱的四梁結構,其中每個上均採用帶折疊梁的雙側叉指電容結構,採用體硅微機械工藝製作的高深寬比叉指電容式敏感元件,具有高靈敏度、寬量程、非性誤差小、外圍電路簡單等優點;對設計的敏感元件結構參數進行了計算,並利用有限元法進行了模擬分析,根據模擬結果得出了優化參數;在確定敏感結構的基礎上,研究了敏感元件採用體硅微機械加工工藝製作的工藝流程和關鍵工藝技術;對敏感晶元內部的c - v介面電路進行了原理設計與分析,利用差動測量技術得到由振動起的微小電容變化量,經c - v介面電路進行相位調制處理,然後通過解調輸出與加速度成正比的電壓信號。
  7. 4. the polyester conducting pole is adopted as axial ventilation channel at the inside of reactor coil, so it is provided with excellent ventilation

    4 .電抗器圈內部採用聚脂拔棒作為散熱氣道,具有優良的散熱性能。
  8. According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not

    地下連續墻是一種歷史較短的施工方法,目前,砼防滲墻的設計還是以傳統的設計方法為主,根據查找國內外文獻資料,華東建築設計院王衛東利用地下連續墻與樁在豎荷載作用下的工作性能有相似性,將適用於樁基的poulos彈性理論入對地下連續墻的沉降計算中;清華大學水利水電工程系濮家騮、于玉貞根據三試驗結果確定混凝土的參數,利用非性e - b模型,結合黃河小浪底土石壩設計剖面,採用thepd土石壩總應力程序,對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析,並與普通混凝土防滲墻計算結果加以對比,同時分析了不同配比塑性混凝土特性的影響,並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。
  9. Detail specification for fixed tantalum electrolytic capacitors - porous anode, polar non - solid electrolyte - tubular insulated metallic case, ptfe elastomer seal, axial wire terminations - full plus additional assessment level

    固定式鉭介質電容器詳細規范.極性非固體介質多孔陽極.軸向引線終端ptfe彈性密封管狀絕緣金屬殼.全面附加評定級
  10. It is found from the experiment that under the conditions of peak magnetic field of 0. 57t, beam pulse fwhm ( full width of half maximum ) of 44ns, a microwave radiation pulse with fwhm 25ns and whole width of 35ns is produced, when the intensity of the guiding magnetic field rises, the peak microwave power changes little but the width of the pulse reduces. the a - k gap also has obvious influence on the microwave radiation, the stable and higher microwave output is obtained under suitable gap

    實驗中還發現,在峰值磁場0 . 57t和束流半高寬44ns情況下,得到了25ns半高寬和35ns底寬的微波脈沖信號,隨著導磁場增加,微波信號幅值基本不變,但國防科學技術大學研究生院學位論文是微波脈沖寬度會逐步減少;實驗中還發現磁場圈位置有一定的調節范圍,說明在磁場分佈的一定變化范圍內,器件都可以正常工作,這對以後的永磁場系統導的微波實驗有利。
  11. Specification for axial lead cores made of magnetic oxides or iron powder

    磁性氧化物或鐵粉制軸向引線芯型規范
  12. This model is manufactured by applying the technique combining ceramic process and semicorductor process, featuring an enclosed glass structure with axial leadout at both ends

    本型號產品採用陶瓷工藝與半導體工藝相結合的工藝技術製作而成,為兩端玻璃封裝結構。
  13. Through calculation on varied parameter, a group of suitable parameter is found out. the results of experiments indicate that the theoretical analysis to the magnetic field of the magnetic structure is proper. to remove the result error come from the change of gap between piston rod and sensor, a signal processing method accompanied with machine learning process is researched

    為消除傳感器與磁性標尺之間間隙變化對測量結果的干擾,將示教學習方法入行程傳感液壓缸的信號處理過程,並使用改進的遺傳演算法解決自學習過程中周期曲的擬合問題,提出了雙傳感器布置方法和基於自學習過程的信號處理方法,通過實驗,達到了顯示精度0 . 01mm ,測量重復精度0 . 2mm的良好效果。
  14. According to different transverse difference in temperature and lengthways difference in temperature, the paper gave the method of computing temperature effect including : 1 ) the stress ot1 caused by nonlinear difference in temperature. 2 ) the constrain stress o t2 in undetermined structures by equivalent difference in temperature. 3 ) the constrain stress ot3 caused in undetermined structures by even difference in temperature tm

    針對具有不同性質的橫溫差和縱溫差,本文分別提出了預應力結構的溫度效應的計算方法,包括: 1 )非性溫差起的自約束應力_ ( t1 ) ; 2 )等效性溫差起的超靜定結構的約束太原理工大學碩士學位論文應力民3 )均勻溫差tw起超靜定結構中的約束應力4 4 )均勻溫差tm起梁的變形受到柱的側約束,與預應力筋的溫度變形之間的差異起的預應力的變化。
  15. All the results of axial and radial deformation measurement by digital image processing technique and those by traditional method are compared. the differences of the soil parameters on duncan and chang ' s nonlinear model made by these two methods are analyzed. finally, a compress test results and fem results are provided to show the reasonability and veracity of digital image processing technique to study the soil stress - strain characteristic in triaxial test

    ( 2 )三試驗土樣局部變形研究:首先定量比較了三試樣沿高度方不同位置的局部變形(局部徑變形與局部變形)大小,分析了三試樣局部變形的特點和影響因素;然後把三試樣數字圖像測量結果與傳統測量結果進行比較,以鄧肯張非性模型為例進行了模型參數的整理,分析了兩種不問測量方法起的參數差異:最後用原型壓縮試驗對比有限元數值計算結果,驗證了數字圖像測量方法得到的三試驗土體應力應變參數的合理性和準確性。
  16. Axial lead cores made of magnetic oxides or iron powder

    磁性氧化物或鐵粉制軸向引線磁芯
  17. Axial lead former

    軸向引線成形設備
  18. Detail specification for fixed metallized polyethylene terephthalate film dielectric dc capacitors axial leaded

    金屬化聚對苯二甲酸乙二醇酯膜介質軸向引線直流固定電容器的詳細規范
  19. Electronic - components. parkaging of components for automatic handling. part 1 : tape packaging of components with axial leads on continous tapes

    電子元件.自動運輸用零部件的包裝.第1部分:連續膠帶上帶軸向引線的元件用膠帶包裝
  20. Geometric nonlinear behaviors in large span cable - stayed bridges have been analyzed in this paper, which include the sag of inclined cable stays caused by their own dead weight ; the interaction of large bending and axial deformation in bending members ; and the large displacements effects. then analyzing theories and researching levels of geometric nonlinear problems of modern cable - stayed bridges have summarized. and methods of modeling cable - stayed bridges for nonlinear finite element analysis have been discussed, which are the equivalent modulus of elasticity, introducing stability functions and continuously modifying geometry of structure

    本文分析了大跨徑斜拉橋幾何非性的主要影響因素,包括斜拉索的垂度效應、彎矩與力組合效應和大變形效應,同時對目前斜拉橋幾何非性問題的分析理論和研究水平進行了綜述,相應討論了各非性影響因素的處理方法,即分別採用等效彈性模量法、入穩定性函數和實時修正結構的幾何位置。
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