軸向剛度 的英文怎麼說

中文拼音 [zhóuxiànggāng]
軸向剛度 英文
axial rigidity
  • : 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)
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  1. Conventional aerostatic bearings have the problems of vibrations and motion inaccuracy due to the low stiffness

    傳統的靜壓氣體徑承由於低而存在著振動和運動精不高的問題。
  2. 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,滾柱推力承由滾動體滾針,圓柱滾子及推力保持架和推力墊圈組成,滾針和圓柱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,安裝組件的肩端面和外殼孔底面的尺寸公差,幾何精性,跳動,粗糙應符合國際,國家標準規定的要求。
  3. In the interest of adapting big size in radial direction, higher precision, higher angular rigidity, less moment of inertia, higher dynamic capability in the three - anxis simulation test turntable. researching the angular rigidity of the wire race ball bearings in axes direction, the adjustment mode and adjustment quantity to shafting, and analysing the contact stress of bearings in work is very necessity

    為了適應某些模擬轉臺研製中關于高,轉動慣量盡量小,動態特性要求高等特殊要求,研究鋼絲滾道球承的支撐系調整方式及調整量,以及該承在工作中的受力及應力狀況十分必要。
  4. This article gives the subsistent ability and the analysis result of intensity after repair in the open field airplane composite material structure by research the intensity, rigid and repair problem under a axis compress loads on a typical three stiffened composite laminate which has a penetrability crack ( a scatter damage ) by a shrapnel

    本文通過飛機典型復合材料三加筋層壓板結構在被彈片劃開一穿透性切口(離散源損傷)后,在壓縮載荷作用下所產生的強以及修理問題展開了技術研究及探討,給出軍機復合材料加筋板在彈擊後生存力以及外場修理后強恢復分析結果。
  5. It is determined that with accurate knowledge of the complete stress - strain curve of concrete in compression, steel in tension, and with an iterative computerized non ? linear method, it is possible to predict the entire moment - curvature, moment - flexural rigidity and axial rigidity relation ship of a cross - section of a structure member

    可以確定,只要知道混凝土受壓和鋼筋受拉的完整的應力應變關系,採用選代的非線性計算方法,就有可能預測結構截面彎矩一曲率、彎矩一彎曲軸向剛度的關系。
  6. Abstract : the calculation of the rigidity for the ball screw transmission system was discussed, including the axial rigidity of the screw, the axial rigidity of supporting bearing, the contact rigidity between ball and groove. the influence of the rigidity variation on the transmission accuracy was analyzed

    文摘:本文系統地討論了滾珠螺旋傳動系統的計算,包括螺桿本身的軸向剛度、螺桿兩端支承承的以及滾珠與滾道間的接觸,並分析了變化對傳動精的影響。
  7. Angle contact ball bearing can be subject to both radial and axial load, it also can be subject to pure axial load, its axial load capacity is depend on the contact angle and increased accordingly. it can be used for high speed and high precision application dueto high limit speed and pre - adjustable rigidity

    角接觸球承可同時承受徑載荷和載荷,也可以承受純載荷,其載荷能力由接觸角決定,並隨接觸角增大而增大,且極限轉速較高,性大還可預調,適用於高速、高精場合。
  8. Begin for the problem that some parameters can not be simulated exactly before, according to the data observed on - site, the dynamic elastic modulus and the elastic modulus of the spar of the rooftop has been reckoned in reverse with the function of ansys optimum. design

    首先,針對以往計算中,部分模型參數模擬不準確的問題,根據現場實測數據,運用ansys優化功能對混凝土動彈模和屋頂桁架桿的軸向剛度進行了反演,用反演的參數結果建立模型進行模態分析與實測數據符合較好。
  9. The resonance conditions of the train - bridge system are affected by the span, total length, lateral and vertical stiffness of the bridge, the compositions of the train, and the axle arrangements and natural frequencies of the vehicles

    車橋系統的共振條件與橋梁跨、長及豎和橫,列車編組、車輛距參數及車輛的自振頻率等因素有關。
  10. Firstly, finite element model of lathe spindle using finite element technique is established, and supporting bearings are treated as springs, unknown physical parameters and partial vibration displacement make up of new solving vector through using method of combination of academic modeling and experiment, mathematic model of solving stiffness of beating of lathe spindle is established using inverse analysis method of response problem finally

    建立了機床主的有限元模型,將支承承簡化為支承彈簧,通過理論建模與實驗相結合的辦法,將待識別的物理參數和部分振動位移組成新的求解量,利用響應問題的逆分析方法建立了求解主的數學模型。
  11. In the second part, considering the depress of the stiffness of concrete caused by its transient thermal strain under fire, the current formulas can be conducted, and then the formulas to calculate the internal force and deformation of rc frame under fire can be conducted by structure mechanics

    ( 2 )受火構件等效成常溫構件后,再對火災高溫下混凝土瞬態熱應變導致的軸向剛度降低進行修正,推導了受火樑柱的降低修正計算公式,基於結構力學矩陣分析法推導了受火構件的溫內力和變形計算公式。
  12. Constracting the axial stiffness of arbitrary supported rod from fundamental mode shape

    由基模態構造任意支撐桿的多項式型軸向剛度
  13. The ratio of its vertical stiffness to lateral stiffness is very important in structure design

    僅從結構來講,彈性輪對垂軸向剛度的比率是最重要的。
  14. It is impossible to solve the story axes stiffness by combination, and it must considering the affection of the stiffness of the gird of the floor

    在高層框架結構中,不能按疊加的辦法來求層軸向剛度,而必須考慮樓層梁的影響。
  15. Through the combination of analysis and experiments, we get a certain sense of the function of net cover. setting the research of axis ei as example, this paper studies the effect of net cover

    通過計算分析與試驗相結合,以金屬軟管軸向剛度的研究為例,研究了網套的作用,對金屬軟管網套的作用有了一定的認識。
  16. Based on the theoretical contact mechanics, the numerical simulations demonstrated that the axial stiffness during compression was sensitive to both the amount of plastic deformation and the interparticle friction occurring at the contacts within the assembly of particles

    研究發現:彈塑性球顆粒系統在加載時其軸向剛度對顆粒間產生的塑性變形量及顆粒間的摩擦均很敏感。
  17. The floor of the high - rise frame structures is very suppleness when the frame structures subjected to the vertical seismic actions, it is impossible to confirm that each member has the same displacement in the same floor, so it is impossible that the summation of axes stiffness of each vertical member represent the global vertical stiffness of the frame structure

    高層建築框架結構在豎地震作用下,樓板在豎是很小的,一般不予考慮,認為相對無限柔性,而梁的也是有限的,不可能保證各豎構件在同一樓層豎位移相同,因此不能簡單地用各豎構件軸向剛度之和來代表結構的總豎
  18. The rigid ring strengthened stories may be set along the frame. so the relations between the tube and frame will be stronger. the overturn moment of the inner tube will be reduced by the axial stiff of circumjacent frame column, and the horizontal stiffness of the whole building will be enhanced

    在核心筒與外圍框架之間設置較大的水平伸臂構件或必要時沿外圍框架設置較大的周邊環帶加強層,可以加強內芯與周邊框架柱的聯系,充分利用周邊框架柱的軸向剛度而形成的反彎矩來減少內筒體的傾覆力矩,從而達到減少結構在水平和在以增強整個結構的抗側力
  19. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下,並考慮風荷載組合,分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系,通過改變結構參數,運用空間有限元方法,進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側位移」 、 「層間位移角」 ,以及「構件內力」 。結果表明:在等面積原則下,異型柱代換矩形柱后,結構增大,側位移明顯減小,地震反應力略有增加,框架柱壓比最大增幅小於8 % ,結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時,結構有利於抗震;水平地震作用力與整體坐標夾角為0時,結構地震作用效應較大,屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐,側大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側大、位移小,構件內力增大適中,是一種抗震性能優越的結構體系:在抗震設防烈較高地區( 8)和抗震不利的建築場地( m類場地) ,採用異型柱結構體系時,應盡可能減輕結構自重,降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算,兩種方法所得結果基本一致。
  20. 2 ) temperature analysis of spindle bearings : using the basic theory of heat transfer, the paper founds the heat transfer model and derives the heat transfer resistance and heat transfer equations in spindle units. 3 ) running performance analysis of spindle bearings : the paper analyses the running performances with the influences of the friction heat, structure and application parameters through an example. 4 ) stiffness analysis and testing of spindle bearings : using hertz contact theory, the paper derives the stiffness formula, computes, analyzes and tests the stiffness through an example

    4xio 『 ,定壓預緊下,陶瓷球承的大於全鋼承,而定位預緊下則相反; 5 )一般,承中球的溫最高,內圈次之,外圈溫最低,但定壓預緊廠轉速達到一定值時,外圈溫可能高於內圈; 6 )主平動固有頻率和承徑的測量值與計算值基本一致,忽略w1 ) d的影響使測量值小於計算值,表明理論分析是正確的。
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