前軸架 的英文怎麼說

中文拼音 [qiánzhóujià]
前軸架 英文
front axle bracket
  • : Ⅰ名詞1 (在正面的) front 2 (次序在先的) first; top 3 (過去的; 較早的) ago; before; preceding...
  • : 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名詞1 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  1. Based on the past results, seismic behavior of r. c. frame structure with special - shaped column is studied, according to the members to the structure in sequence in this paper. the main contents are as follows aspects : first of all, aiming at the characteristics of special - shaped column, various control parameters including allowable value of drift angle, axial load ratio etc, are studied

    本文在人研究成果的基礎之上,就鋼筋混凝土異形柱框結構的抗震性能,按照從構件到結構的順序展開研究,主要內容如下:第一,針對異形柱的特點,對影響結構抗震性能的主要參數,如層間位移角、壓比等進行研究。
  2. The degrees of crystallinity of pure ptfe under the different conditions of water cooling, air cooling and furnace - varying cooling were made comparison by xrd. the thermal stability of pure ptfe and solid lubricant was analyzed by dsc - tg ; the composition and valence state of elements in the surface of carbon fiber, solid lubricant before and after friction test and lubricant transfer film were characterized by xps ; the frictional property of solid lubricant was tested by pin and disk test rig. the frictional wear property of solid lubricant between embedded bearing sleeve and steel axle friction pair ring was tested by special simulate test machine, the hardness of solid lubricant was tested by pm ; the compression strength of solid lubricant was tested by material test machine

    用sem表徵原料微觀結構、摩擦表面及潤滑轉移膜表面形貌:用xrd進行原料物相分析,及比較水冷卻、空氣冷卻、隨爐冷卻三種工藝條件下的純聚四氟乙烯樹脂的結晶度;用dsc - tg分析純聚四氟乙烯樹脂及固體潤滑劑的熱穩定性;用xps表徵碳纖維表面、固體潤滑劑摩擦後表面、潤滑轉移膜表面的元素組成、價態變化;用銷盤式摩擦磨損試驗機對固體潤滑劑進行摩擦性能測試;採用專用的臺模擬試驗機對固體潤滑劑鑲嵌承套與鋼摩擦副間的摩擦磨損性能進行測定;用萊次偏光顯微鏡( pm )測試固體潤滑劑的硬度;用材料試驗機測試固體潤滑劑的抗壓強度等。
  3. The structure of the design on the property ascertaining rules of civil judgment execution proceeding is as follows : the property declaration by obligors is the primary solution, the property ascertaining by obliges and people ’ s court is the secondary solution, the powerful legal sanction is the indemnificatory solution

    我國目民事執行財產查明制度設計思路以債務人財產申報為主,債權人自行查明與法院依職權調查為輔助,並以強有力的法律制裁措施為後盾。該構將使民事執行實務有統一的考量標準,從而使當事人信服,最終實現司法公正與效率。
  4. At present, our main products consist of power cable, communication optical cable, wire and cable for electric equipment, control cable, aerial insulated cable, coaxial antenna, wire and cable for electronic equipment, power supply cords, fire performance cables, bare wire, pvc

    總廠目可生產電力電纜通信光纜控制電纜空絕緣電纜電氣裝備用電線電纜同電纜電子電器配線汽車線電機引接線電源插頭線阻燃耐火系列電纜電纜料裸電線等產品。
  5. Computer aided process planning system on front - shaft of automobile was developed with the structure of hybrid capp, which has the features of variant capp and generative capp, according to the conditions of factory and the characteristics of process

    根據企業現狀和工藝設計特點,並結合capp系統的發展趨勢,採用綜合式capp系統的構開發了汽車工藝計算機輔助設計與管理軟體,軟體兼備派生式capp和創成式capp系統的特點和功能。
  6. Such modular function as the high - static pressure spindle box, spring collet chcks of various sizes as well sw more than twenty kinds of front back, left and right tool rests for extrnal cutting, tool post for boing and drilling are available for users to select

    本機床有多種功能模塊部件,供用戶選擇使用,如:高精度靜壓主箱,氣動和手動彈簧夾頭快速夾緊機構,各種類型的彈簧夾頭,車外圓的,后刀,左刀,右刀以及鉆孔刀,鏜孔刀和冷卻箱件等二十多種。
  7. Author thinks that the direction of the maximum plastic distortion along a constant radius around the crack tip may be considered as the direction of shear - mode fracture ( named pmax - criterion ) and the load when located shear band prongs the ligament in the front of crack tip is regarded as the limited load of shear - mode fracture. ( 3 ) the fad ( fracture assessment diagram ) of titled crack is proposed based on achievements of mesomechanics about i - ii complex ductile fracture of metal, and the titled crack is classified two kinds : void - mode fracture is assessed by fracture assessment curve, and shear - mode fracture by limited load. ( 4 ) using a fe program based on plantle - ressue theory to calculate some mesomechanical parameters, a flange joint structure of a high pressure vessel ( design pressure 31. 4mpa and the thickness of the hemispherical head is half of that of shell. ) is analyzed to determine whether the structure under operation pressure is safe or not, forecast the mode of potential invalidation and argue for the rationality of design of the structure

    試件的整體斷裂為剪切型,但在試件芯部裂尖鈍化區中部出現了韌窩型啟裂並有一定的擴展,說明局部較高的應力三度也會使韌窩型機制得以發展,但是不改變試件整體的剪切型斷裂模式;對韌性斷裂的剪切模式的細觀機理做了一定的探討,並且提出了含裂紋構件剪切型斷裂的宏觀判據:認為裂紋方的集中剪切帶中與裂紋尖端等半徑處最大有效塑性應變出現的方向可以作為裂紋剪切斷裂的方向(可簡稱為_ ( pmax )準則) ,集中剪切滑移帶貫穿裂紋方承載韌帶時的載荷可以作為極限載荷;本文運用金屬韌性斷裂細觀力學在一復合型韌性斷裂方面的研究成果,採用失效評定圖的形式,提出了傾斜裂紋的安全性評定方法的基本框
  8. Steel structure of light - weight buildings with gabled frames is a widely used steel structural style in china at present. this paper starts with the deficiency of the specificaion in calculating the effective length factors of gable portal frames. when the gable portal frame subjected to the vertical uniform loading, it conducts the arch effect ? 1. rafter axial force is large when the slope of rafter is big

    門式剛輕型房屋鋼結構體系是目廣泛應用的一種結構形式,本文從規范中門式剛柱的計算長度系數取值的不足出發,針對山形門式剛在豎向均布荷載作用下產生的拱效應? ? 1 、斜梁傾角較大時產生較大的梁內力; 2 、產生跨變效應; 3 、高跨比較小的山形門式剛會發生躍越失穩,採用整體分析的方法對山形門式剛的穩定進行了分析。
  9. For example, the large friction loss of prestressed tendons, complex anchorage bearing joint, the problem of cracks in large area structure, axial compress of long span continuous beam under prestress. all those hinder its use in long span structure. until now days, the cognition about the behavior of such structure under loads is not enough for the realm of prestressed concrete of all the world

    但是,預應力技術應用於大跨連續框結構,在設計和施工中還存在一些缺點和不足,例如預應力筋的摩擦損失過大,節點錨固區設計和構造復雜、大面積結構的裂縫控制問題、大跨框梁在預應力作用下的向縮短等,這些都是困擾大跨預應力混凝土框結構應用的突出問題,特別是目對于預應力混凝土超靜定結構的受力性能,國內外預應力界的認識尚不夠全面。
  10. The rapid prototyping algorithms were implemented by programming in ejb. the algorithms included the algorithm of choosing entity slicing layer thickness, the scanning algorithm of beeline parallel to x axis at first layer and beeline increasing by some angle and the area - scanning algorithm, etc. the general of the rapid prototyping software system based on j2ee was solved in the generals of system, module and application

    在j2ee框模型ejb組件中,編程實現了應用層收縮率v對固定的鋪粉厚度和自適應變鋪粉厚度進行調整的兩種實體分層層厚選取演算法;為了提高軟體的運行效率,將整個三維數據源表按z向高度分成20份的切片處理演算法;第一層平行於x每層比層遞增一定角度的直線掃描演算法和分區掃描等演算法。
  11. When the axial loads on piles are not considered, contrast with the considered one, the first and the second natural periods are mainly effected, from which conclusions can be drawn that the axial loads affection is obvious to the construction system considering relaigh damp

    通過計算分析發現,考慮力的樁基礎阻抗主要影響兩個周期,當採用relaigh阻尼的結構體系計算時考慮樁基礎力明顯影響交錯析體系的動力特性。
  12. Radius arms, cross members, radius arm brackets and cross member brackets rebuilt or modified for new axle locations

    根據新的後橋的位置,對半,十字及相關支進行改造。
  13. This accommodates any effective change of length of the propeller shaft as the rear axles move toward or away from the car frame

    當后橋在車上向或向上運動時,這種結構足以調整傳動長度的任何變化。
  14. Accessoties of single spindle turret automatic lathes. front post for forming tool. dimensions

    轉塔自動車床輔具.成形刀.尺寸
  15. The analysis of matching relationship of inherent frequency between dual - shaft vehicle ' s fore suspension and rear suspension

    汽車後懸固有頻率的匹配關系分析
  16. 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

    根據對人試驗數據的統計分析,給出了適用於異形柱框結構的彈性和彈塑性層間位移角限值分別為1 550和1 75 ;指出了異形柱框結構的層間變形能力介於普通矩形柱框結構和剪力墻結構之間;以t形柱為例,推導了異形柱壓比限值的計算公式,通過與等面積矩形柱的對比分析,認為異形柱的壓比限值與其截面尺寸的比例關系有關;當腹板受壓或翼緣受壓時, t形柱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;矩形柱的壓比限值要大於異形柱的壓比限值。
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