相對阻尼系數 的英文怎麼說

中文拼音 [xiāngduìshǔ]
相對阻尼系數 英文
relative damping factor
  • : 相Ⅰ名詞1 (相貌; 外貌) looks; appearance 2 (坐、立等的姿態) bearing; posture 3 [物理學] (相位...
  • : Ⅰ動詞1 (回答) answer; reply 2 (對待; 對付) treat; cope with; counter 3 (朝; 向; 面對) be tr...
  • : 動詞(阻擋; 阻礙) block; hinder; impede; obstruct
  • : 名詞(尼姑) buddhist nun
  • : 系動詞(打結; 扣) tie; fasten; do up; button up
  • : 數副詞(屢次) frequently; repeatedly
  • 相對 : 1. (面對面) opposite; face to face 2. (非絕對的) relative 3. (比較的) relatively; comparatively
  • 系數 : [數學] coefficient; ratio; modulus; quotient; factor
  1. Establishing an human spine dynamic model is an significan event to study spine injured biomechanics of pilot " s ejective injury, parachute opening, landing and study the endurance to impact loading on human spine. in this paper, the huston " s method of kane " s equations is developed so that it can be applied to the multibodysystem including translation between the bodyies. the dynamic model of human spine is provided basing on these theories, while the big movement of spine is considered. the deformation of vetebra is far smaller comparing with the intervetebra disc, so the spine is considered into multibodysystem including rigid bodies ( vetebra ) and the flexible bodies ( intervetebra disc ). the computer solution correspond with the results of the large scale human impact test. the rigid coefficient factors and the damping factor of intervetebra joints are obtained

    人體脊柱動力學模型的建立研究飛行員彈射救生、傘兵跳傘開傘、著陸等脊柱損傷的生物力學以及研究人體脊柱耐受沖擊載荷的極限問題都具有重要意義.首先發展了凱恩方程的休斯頓方法,使其可應用於變形體連接的多體統,並以此理論為依據建立人體整椎脊柱沖擊動力學模型,此時考慮脊柱的大位移運動,每個椎骨的變形椎間盤的變形小得多,把脊柱看成由剛體(椎骨)和變形體(椎間盤)組成的多體統.並以大型真人坐姿沖擊實驗結果進行了擬合,最後得到腰椎間關節剛度因子和因子
  2. The aerodynamic characteristics of a projectile with wrap around fins are studied systematically in this paper, as follows : 1. the lift coefficients 、 drag force coefficients 、 pitch moment coefficients 、 pitch damping moment derivatives and roll damping moment derivatives are obtained from engineering calculation through looking wrap around fins as flat fins of the same projection aera

    本文某卷弧尾翼彈氣動特性進行了統研究,主要內容與結論為: 1 .將卷弧翼按照同投影面積的平板翼進行工程估算,得到升力、俯仰力矩、俯仰、滾轉曲線。
  3. Choose two nodes on the edge of the structural to compare the results calculating by the finite element program midas, then we can draw a conclusion that these kinds of space truss systems is sensitive to the libration of the dynamic wind loads. to consider this factor is very necessary in the process of design, we will use the pulsant augmentation coefficient to realize it

    比較靜力風荷載和動力風荷載作用下的有限元軟體的計算結果,選取結構邊緣部分的兩個節點,比它們在兩種方法計算下的最大位移的計算結果。經過比較可以看出重量輕、頻率低、小的柔性建築物風荷載的橫向振動是很敏感的,在進行工程設計時應該考慮這種因素,並可採用乘以風振應方法來加以體現。
  4. Effects of the friction coefficlient and mass on the transport coherence of brownian particles

    和質量粒子定向輸運干性的影響
  5. We study the time evolution law of the atomic response in an open - type inversionless lasing system when the probe or driving field is off - resonance, and compare the law with that obtained when the probe and driving fields are resonant. we find that the detuning has considerable effects on the time evolution law : when the probe or driving fields is off - resonance, the dispersive responses for the probe and driving fields are no longer 0 and the two - photon coherence is no longer a pure real ; the variation of the probe detuning can make the time evolution law of the population distributions and the gain ( absorbtion ) of the driving field changing obviously ; with detuning increasing, the time evolution behavior of the gain ( absorbtion ), dispersion of the probe field and the two - photon coherence will gradually diviate from the evolution law of the standard damped oscillator ; with the driving detuning increasing, the oscillating time of the dispersion of the driving field becomes longer, the amplitude and the stationary value increase

    研究了探測場或驅動場失諧情況下開放的型無粒子反轉激光統中原子響應的時間演化規律,並與探測場和驅動場都共振時的演化規律進行了比較.我們發現失諧時間演化規律有顯著的影響;當驅動場或探測場失諧時,原子探測場和驅動場色散的響應不再為零,雙光子干不再是純實量;探測場失諧的變化將使粒子布居和驅動場增益(吸收)的時間演化規律明顯改變;隨著失諧的增大,探測場增益(吸收) 、色散和雙光子干隨時間的演化行為逐漸偏離標準振子的演化規律;驅動場色散驅動場失諧量的增加而振蕩時間變長,振幅和穩定值變大
  6. Then a simplified computational modal of damping isolation systems is established for a platform structure, and the relationships between the parameters of isolation layer and structural damping ratio, including their vibration - suppressed effect on the whole structure and the relative displacement of isolation layer are studied, and the simulation analysis under several representative load case of random wave force and earthquake affairs is performed. under random wave force, using complex mode theories, non - classically damp problems considering the interaction between the structure and wave, lying in deepwater, are studied. and the resolution solution of structural response are achieved. the results of calculating and analysing show that adding damping isolation to a jacket is an effective way to reduce vibration for offshore platforms

    某一典型平臺結構,建立了海洋平臺結構隔振體簡化計算模型,進行了波浪荷載工況和地震工況的值模擬,研究了隔振參與結構比的關以及它們結構整體和隔振層層間位移的控制效果,運用復模態理論研究了位於較深水位的固定式導管架海洋平臺在隨機波浪力作用下考慮結構與波浪互作用時運動方程中非經典的解耦問題,獲得了結構響應的解析解。
  7. Firstly, under the assumption that the output driving torque generated by the stepper motor of the mirror is constant, such influence analysis is conducted. secondly, a mathematic model of the stepper motor is given. under the assumtion that the input impulse frequence is constant, the rotational motion of the stepper motor of the mirror with the mutual exertions of damping torque, friction torque and disturbance torque generated by satellite platform ' s attitude motion is simulated and analyzed

    衛星平臺姿態振動紅外機掃描機構轉動的影響進行了統深入的模擬分析:首先在步進電機驅動力矩一定條件下,模擬分析了星體姿態運動干擾力矩紅外機掃描鏡轉動的影響;接著建立了步進電機的學模型,在步進電機輸入脈沖頻率一定條件下,模擬分析了步進電機在力矩、干摩擦力矩、平臺干擾力矩等負載轉矩的共同作用下的轉動情況。
  8. This paper presents an investigation on a new type of rubber damper, that is, a rubber damper with honeycomb structure. the honeycomb structure will enhance the energy dissipation of a rubber damper and as a result increase the damping of the damper. the performances of honeycomb dampers are experimentally tested by a test rig. the results show that the diameter and the density of holes of the honeycomb structure are important parameters in the design of the damper. for a damper of given size, there are optimum values of both parameters with which the damper provides highest damping. additionally the honeycomb structure does not change the correlation of damping to frequency. a practical honeycomb damper is designe d and applied to inlet pipe of a screw compressor in a petroleum factory for vibration reduction. the vibration of the pipe is obviously suppressed by the damper, at least 25 %

    本文採用理論分析和實驗結合的方法,研究了蜂窩孔這種結構因素橡膠材料性能的影響。在自行設計、製作的懸臂式測試實驗裝置上,蜂窩式橡膠器的性能進行了大量的實驗測試,初步找出了蜂窩孔孔徑、孔以及預壓縮量等因素與性能的關。本文利用實驗研究的結論,設計了一種專用的蜂窩式橡膠器,並應用於某廠螺桿壓縮機進口管道的減振,取得了明顯的減振效果。
  9. Taking the bending stiffness, cable sag and cable inclination into consideration, the space vibration control of the cables using the visco - elastic dampers in cable - stayed bridges is investigated by joining the center difference method and the state space strategy. both the maximum modal damping ration and the optimal damper size are obtained, then the practical suggestions are proposed for the design of the dampers. the space nonlinear vibration equations of the cable - damper system are derived, and a new hybrid method for solving the cable - damper system is presented by combing the newmark method and pseudo - force technology

    綜合考慮了拉索抗彎剛度、垂度的影響,研究了粘彈性斜拉橋拉索的空間振動控制,聯合中心差分方法及狀態空間法,得出了拉索麵內、外振動各階模態可能達到的最大比及應的最優,並斜拉橋拉索的器設計提出了參考建議:考慮拉索抗彎剛度、垂度及幾何非線性,導出了索-統的空間振動非線性方程組,結合newmark方法及偽力( pseudo - force )方法,創新地提出了求解非線性方程組的雜交方法,根據拉索-統的特性,在各種荷載作用下,索-統的非線性瞬態振動響應進行了研究,從統響應的角度更加直接地驗證了器的控制效果。
  10. The random excitation of the four wheels is used as the input of this system. the changing rule of vertical displacement, three directions of acceleration power spectrum density function of person - chair system of model ca - 141 and etc. in the frequency domain is simulated using matlab. the rationality of the model is analyzed and validated by comparing of relevant testing results and theoretic analysis

    以頻域內四輪隨機激勵作為統輸入,用matlab模擬低地板城市客車等三種車型人椅統三向加速度功率譜的變化規律,逐項分析車速、懸架剛度與變化車輛平順性的影響,通過與關研究結果的比較及理論分析驗證了模型的合理性。
  11. By using the solution developed and the frequency - dependent stiffness coefficient and damp coefficient, the dynamic behavior, especially the one concerned with the variation of the dimensionless maximum response along the depth, for the pile with finite length or with infinite length was studied. it was shown that to simplify computation a pile of finite length can be taken as the one of infinite length if the ratio of pile length to its diameter ( i. e. lid ) is greater than 15

    利用所得解,採用與頻率關的剛度的近似表達式,有限長樁和無限長樁的動力特性特別是最大無量綱響應沿深度的變化曲線進行了參研究,表明在常見樁土參下,當長徑比大於15時,可將有限長樁視為無限長樁以簡化計算。
  12. Testing datas are gathered by using data picking box cras. a general dynamic model for analyzing characters of vibration system has also been developed according to the input and output applied on the testing system. identifications for structure modal parameters and frequency - spectrum characters have been carried out by calling the interface software developed unpon matlab software in both the time field and the frequency field. the structure modal parameters and frequency - spectrum characters have been accurately calculated

    利用cras據採集箱的據採集功能統的信號進行據採集,通過介面軟體調用matlab軟體平臺,分別針時間域和頻率域兩種研究方向,解決振動統模態參的辯識問題和結構的頻譜特性分析問題,得到統的干函等頻譜特性,獲得模態參,如模態頻率、等的精確解。
  13. The response calculation of labyrinth gas seals with damping sleeve is done by the time - frequency transition method, which includes of the merits of harmonic balance method, dynamic softness method and tracking motion method

    採用一種將柔度法、諧波平衡法與求解摩擦力的值跟蹤法結合的時頻轉換方法,套筒的蓖齒封嚴結構的響應進行計算。
  14. The results reveal that hedms can utilize the interaction of different structures to make the linked dampers do their best and gain significant control effectiveness, while the parameters of hedms are properly designed. the shaking table tests are performed on two steel frame model structure linked with hedms

    結果表明,通過選擇適當的控制裝置工作參, hedms裝置能充分利用體中各子結構之間的互作用,高效地發揮履歷型器的耗能能力,取得顯著的減震控制效果;兩子結構頻率控制效果有較大的影響。
  15. A novel strategy combined the fuzzy logic of linear multivariable feedback control to design a controller of statcom to meet the multi - objective demands of power systems is also proposed in this dissertation, and the controller is designed with this strategy, because of variational element, nonlinearity and multi - objective controlling demands of statcom, this paper designs the controller respectively aimed at continuous linear control for voltage maintaining, oscillation damping, improving the transient stability

    根據電力統變參、非線性以及控制要求多目標的特點,本文針維持統節點電壓、統振蕩、提高統暫態穩定性能等不同控制目標分別設計了控制器,然後將模糊邏輯和多狀態線性反饋結合,提出了一種能滿足電力統多目標要求的控制方法,並用該控制方法為statcom設計了控制器。
  16. So a new method is presented ( equivalent damping of pile lateral damping ) to realize the analysis of integrity pile in soil. in this method, the coefficient of the damping is calculated by the length ratio of each pile in a soil layer to the whole pile in the heterogeneous soil. and through much calculation by use of matlab program, the equivalent damping in the heterogeneous soil is proved to be correct

    提出了採用加權的方法成層土中樁側土進行等效簡化的概念,即把各層土乘以該層土中樁段長度占樁身總長的比值(即為加權) ,然後加即得到一個等效
  17. Detailed numerical studies are presented for the transitional dynamics of the steady - state motions of those systems with the variation of the excitation and the system parameters, with the illustrations given for rich nonlinear phenomena, such as the bifurcations of periodic vibro - impact motions and the chaotic vibro - impact motions. in chapter 5, the existence of the periodic vibro - impacts, as well as the corresponding stability is analyzed for an oblique - impact vibrating system composed of a spring - pendulum and an oscillator. when the system damping and the tangential friction

    結果表明,在無、無摩擦的簡化情況下,周期斜碰撞振動運動具有嚴格的存在條件,並隨激勵參的變化出現復雜的分叉和穩定性的反復切換;運動可在較大參范圍內非穩定運斜碰撞振動統動力學研究( 5 ) ( 6 )動鎮定;而言,切向摩擦統穩態特徵的影響不大。
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