扭轉振動應力 的英文怎麼說

中文拼音 [niǔzhuǎnzhèndòngyīng]
扭轉振動應力 英文
torsionsschwingungsbeanspruchung torsion fatigue
  • : 動詞1 (掉轉; 轉動) turn round 2 (擰; 旋轉) twist; wrench 3 (擰傷) sprain; wrench 4 (走路時...
  • : 轉構詞成分。
  • : 動詞1. (搖動; 揮動) shake; flap; wield 2. (奮起) brace up; rise with force and spirit
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 振動 : vibrate; vibration; vibrance; vibrancy; vibra; vibes; shaking; rumble; jitter; chatter; sway; jar...
  1. On the basis of this equation, the general differential equations of coupled bending, torsional and pendular nonlinear vibration about rotor with unbalance character and rubbing character are deduced. the bifurcation and chaos behavior especially the influence on bifurcation and chaos behavior of impact and rubbing fault rotor system

    用數值方法研究了碰摩子的彎擺耦合的復雜學行為,重點研究了速、偏心量等系統參數對碰摩子彎擺耦合的分岔和混沌行為的影響以及和擺對彎曲的影響。
  2. In this paper, the rotating machinery at high speed is studied. there are discussed about numerical calculating methods for non - linear dynamical system, the rotor system radial impact and rubbing dynamics behavior analysis having the nonlinear rigidity on the unsteady and non - linear oil film, the rotor system dynamics behavior analysis with bending - torsional - pendular coupling vibrations, application of wavelet, fractal and network in fault diagnosis. the main works in this paper are as follows : ( 1 )

    本文以高速旋機械為主要研究對象,系統、深入地研究了非線性學系統的數值計算方法、具有非線性剛度的子系統在非穩態非線性油膜作用下的徑向碰摩學行為、子彎擺耦合學分析、小波和分形理論及人工神經網路在故障診斷中的用問題。
  3. To adapt the circumstance in which the crankshaft torsional vibration generally exists, the new method ( tvrs method ) in which the cylinder power is inversely solved according to the torsional vibration curve is put forward and deduced in this paper, that is, the average effective pressure of each cylinder i. e. power condition of each cylinder is estimated based on a crankshaft torsional vibration curve according to the elasticity model of the actual shafting of engine and by use of the i. c. engine dynamics, the numerical calculations and the signal theory etc. although the computing workload is more, the method makes full use of the now available data of the torsional vibration of the i. c. engine, and can be used to all kinds of i. c. engine on any kind of operating condition, so it has higher application value

    為適內燃機普遍存在曲軸的情況,本文提出並推導了利用信號反算的新方法( tvrs法) ,即採用軸系中某一測點的信號,按軸系實際的彈性模型,依據內燃機學、數值計算方法和信號理論等,反算各缸的平均有效壓,定量判斷各缸的作功狀況。此法充分利用內燃機現有的資料,雖然計算工作量較大,但普遍適用於各種類型各種工況的內燃機,有較高的實用價值。
  4. The dynamic equation for analyzing torsional vibration of the vehicle drivetrain is established based on analyzing the jointing process of frictional clutches, and the inherent frequency, the response of torsional vibration and the sensitivity of rigidity parameters to inherent frequency are studied

    摘要文章在分析車輛最常用的膜片彈簧摩擦離合器接合過程的基礎上,建立汽車傳系的學分析方程;結合實際車型,分析了車輛的固有頻率、、剛度參數對固有頻率的靈敏度。
  5. According to the fluctuating property of wind, on the stochastic vibration finite element theory, some calculation formulas of the response, including the along - wind response and the across - wind response, are obtained, the ideology of the torsion vibration in the double - tower structure and the ideology of the double - tower structure ' s dynamical wind load are also put forward at the same time. by using the stochastic vibration module of the general finite element program, the paper analyses the performance of the wind resistance more deeply and fully, discussing the influence on the double - tower structure from the diversification of the different component. the variance law of dynamic displacement and wind - induced vibration coefficient is derived through analyzing structure stochastic vibration, so is the effect of several parameters on dynamic displacement, acceleration and wind - induced vibration coefficient

    從結構風的基本理論出發,通過對脈風功率譜的分析,推導了結構風(順、橫風向)的計算公式,同時提出了雙塔結構的風荷載計算的思想,在結合通用有限元程序的隨機模塊的情況下,對雙塔結構的抗風性能作了深入、全面研究,探討了雙塔結構構件截面的變化對其抗風性能的影響,同時探討了順風向風速譜的選取、風速、參與計算的型數、風與結構耦合作用是否考慮等因素對分析結果的影響,比較了規范風系數的計算與隨機演算法結構的異同,並討論了原因,得出一些有意義的結論。
  6. In practical application, the m10 180 bolts, which are installed in the head cover of the torque divider of ts5560 special automobile, sometimes fracture all of a sudden. according to the tests of acceleration, stress and strain, and the exciting test, it is resonance vibration that leads to the compound - bending fatigue fracture of the bolts. the exciting force caused by drive system, transmitted through the torque divider, produces a 1000 - 1500hz cyclical excitation at the junction of the bolts and head cover, which causes the first order bending resonance vibration of the bolts

    通過加速度、變測試實驗和激試驗的研究,發現ts5560特種車分器取器氣缸端蓋m10 180螺栓斷裂問題是由於共引起的雙向彎曲疲勞斷裂:傳系統工作所產生的激勵,經過分器結構的傳遞(特別是分器一階模態的放大) ,在螺栓的連接處產生1000 1500hz的激勵,其導致螺栓一階彎曲共,在螺栓一階彎曲模態的阻尼比較小的情況下,使得螺栓產生較大的共,導致螺紋處的彎曲較大,疲勞壽命較低。
  7. The ratio of story shear rigidity as well as the equivalent lateral rigidity ratio of story above the transfer story to the story under the transfer story should be designed properly to avoid the transfer story becoming weak story, thus the shear walls and the columns in the large base will not yield before the elements above the transfer story ; ( 2 ) the translation - torsion coupled effects and the vibration in the plane should be considered in analysis of structure with large base and muti - towers

    換層的設計除控制層剪切剛度比外,還控制換層上部與下部結構的等效側向剛度比以避免薄弱層出現在框支層,保證地震作用下落地剪墻和框支柱不先於換層上部結構進入屈服狀態;大底盤多塔樓結構的分析必須考慮平耦聯和樓板平面內的影響。
  8. In order to study the vibration in the artillery traveling more accurately and completely, a tire force model of non - linear and self - adapting stochastic contacting mark is set up, and this model provides a good method to study the driving system ' s horizontal and vertical excitation caused by the plainness road surface. the suspension of the tractor is simplified by the model of spring - damp system, and the artillery torque rod is also simplified by torsion spring

    為了更準確和全面地研究火炮牽引行駛過程中出現的,建立了非線性自適隨機接地印跡的輪胎學模型,該模型能很好地研究路面不平度對火炮牽引系統的垂直和縱向激勵;牽引車懸架簡化為彈簧阻尼系統;火炮桿簡化為簧。
  9. Then the inherent characters and the imposed vibration response to the torque of the engine for the power driveline were analyzed and the dynamic response characteristic of the power driveline were got

    並對汽車系統進行了固有特性分析和發激勵下的強迫特性分析,獲得了整個系的態響特性。
  10. Finally, the torsional vibration of a rigid disk resting on the saturated grounds under the general torque is primarily discussed by the means of laplace - hankel transform. the general solutions of the torsional moment, stress and displacement are given and the numerical solutions in special cases are also obtained

    最後,本文還採用laplace - hankel聯合變換技術初步分析了在一般矩作用下飽和地基上剛性圓板的問題,給出了矩、和位移的通解,並給出了特例情況下的數值解。
  11. Nonlinear characteristics such as bifurcation and chaos under three kinds of models are compared. and nonlinear characteristics of coupled vibrations under the model supporting with bearings are analyzed detailedly. the acquired torsion properties and nonlinear characteristics of cracked rotor have good assistant effect on diagnosing cracked fault

    以重占優的開閉裂紋模型為研究對象,研究了裂紋子升速過程的彎耦合瞬態響特性及影響因素,探討了1 3階及1 2階亞諧共特徵;在考慮速渦情況下,比較了三種模型的分叉與混沌等非線性特性,並詳細分析了軸承支承模型的彎耦合非線性特性。
  12. In this paper, three - tower building with name of oriental tunes square in xiamen is analyzed by the international current program sap2000, considering seismic action in two directions. by structural modeling and calculation, the characteristic of vibration of the multi - tower structure is analyzed, the influences of the rigid ratio of the enlarged base to top tower and translation - torsion coupled effects among several towers are investigated, the inter - story displacement, displacement of the top tower and deformation of tower ' s base floor in x and y major orientation under earthquake action are contrasted with those under wind load. at last, the distributing characteristics of stress of transfer plate and of the normal, shearing stress of mostly vertical elements under earthquake action are studied

    本文以具有3個塔樓的廈門東方時代廣場為分析對象,採用國際通用有限元分析軟體sap2000進行結構建模和分析,考慮雙向地震輸入,研究結構的特性,分析底盤與塔樓剛度比對結構的影響以及多塔之間的和平耦聯作用,對比風荷載和地震作用下塔樓在兩個結構主軸方向的層間位移、頂點位移以及塔樓底層的變形,分析地震作用下換層樓板的分佈特點及主要豎向構件的正和剪分佈特點。
  13. The response of the vibration system is solved. the torsional and flexural vibrations of swing movable teeth transmission system is analyzed and the elasticity of driving shaft, the elasticity of output shaft bearings and the elasticity of movable teeth are taken into consideration. the dynamic analyzing model of swing movable teeth transmission system is established

    對擺活齒傳系統的彎曲及其耦合效進行了分析,並綜合考慮了系統的輸入軸的彈性、輸出軸軸承的彈性以及活齒與激波器、內齒圈的嚙合彈性等的影響,建立了擺活齒傳系統彎、耦合學分析模型。
  14. In the end, the paper sums up the calculation results, and reviews the whole performance of this type of structures under earthquake actions. except that, it reviews the structures " security about the translation - and - torsion coupling response under the fortification and rare seismic actions, and gives a primary evaluation ; it also discusses some characters of the structures " three - dimensional nonlinear response of torsion under earthquakes

    通過對分析結果的歸納整理,考察了按照新規范設計的這一類不規則框架結構的總體抗震性能;驗證了結構各自在中震和大震作用下抗設計方法和措施的安全性,對結構在平?耦聯下能否達到「中震可修」 、 「大震不倒」的抗震設防目標進行了初步評價;同時也對這一類不規則鋼筋混凝土框架結構在地震作用下的三維非線性規律作了初步的探討。
  15. In accordance with dynamic characteristics of swing movable teeth drive, the torsional vibration dynamic model of swing movable teeth drive is developed and the vibration equation of the vibration system is established for the first time

    針對擺活齒傳機構的學特點,首次建立了擺活齒傳系統的學模型,導出了系統學方程,並對系統學響進行了求解。
  16. And, the structure weak - regions lie respectively in the transfer - floor, the vicinity of the 20th floor and the roof, which need to make the measure to avoid the structure plastic deformation under the action of stronger earthquake. ( 5 ) the vibration form appears the coupling of move and torsion, electing the first 15 modes to analyze can reflect accurately the actual load - function situation of the structure

    換層、 20層附近以及頂層為結構的薄弱層,需採取加強措施以防在強震下產生塑性變形。 ( 5 )本結構的形式表西安理工大學碩士學位論文現為平的禍連,取結構的前巧階型作分析能夠較精確的反結構的實際受狀態。
  17. In order to investigate the seismic torsional response of base - isolated structures with frame - shear walls, the lateral - torsion coupling vibration model and the corresponding motion equation are formulated for the high - storey structure with frame - shear wall and isolated foundation under seismic action

    摘要為了研究框架剪墻基礎隔震結構的地震,建立了地震作用下高層框架剪墻基礎隔震結構的平移耦聯模型和運方程,分析了單軸偏心基礎隔震結構的平移耦聯地震響,並探討了不同偏心率下隔震結構的地震反
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