阻尼常數 的英文怎麼說

中文拼音 [chángshǔ]
阻尼常數 英文
camping constant
  • : 動詞(阻擋; 阻礙) block; hinder; impede; obstruct
  • : 名詞(尼姑) buddhist nun
  • : 數副詞(屢次) frequently; repeatedly
  1. A discussion on the damping constant of air cushion slideway

    關于氣墊導軌阻尼常數的討論
  2. Based on the analysis of the dynamic behavior of nanning bridge by means of spatial finite element models, the nonlinear dynamic time history method is used to conduct the sensitivity analysis of the parameters of viscous dampers ( damping constant c and damping exponent ? ) of the bridge and the laws of influence of the parameters on the seismic response thereof have been obtained

    摘要在來用空間有限元模型對南寧大橋動力特性分析的基礎上,採用非線性動力時程分析方法,對南寧大橋粘滯器參阻尼常數c 、? )進行敏感性分析,得出粘滯器參對南寧大橋地震響應的影響規律。
  3. Damping coefficient is calculated respectively according to some different calculating methods

    對幾種的計算方法進行了對比分析。
  4. Among hese method, one of the simplest is the deepest gradient descent algorithm, but it has one disadvantage that the solutions are oscillatory and slowly convergent. a friction term is ntroduced to avoid oscillatory solutions and raise convergence rate. the third major contribution of this dissertation is study on 3 - d diffuse object surface optical automatic measurement

    其次,結合要處理的具體問題,介紹值優化及幾種用的無約束最優化計算方法,以最優梯度法為基礎,討論其演算法的優缺點,通過引進,改進了演算法的收斂速度,從而提高迭代精度。
  5. Using the dynamic mechanical analyzer ( dma ), pdms / pma ipn was investigated at temperature of 5 - 180 c. the initiator, the component ratio, the type of pdms and the filler effected the damping properties. the result showed that the damping ability varied with the parameter and there was an optimal value. the excellent damping material in the papers was ipn, where tan man was 0. 735, and the damping functional temperature ranged with tan 8 > 0. 3 was 46 c. the micro - morphology and structure of pdms / pma ipn were characterized by two kinds of sem

    高分子材料的有效功能區是在ipn材料的t _ g區間內,而研究溫條件下的性能更具有重要應用價值,運用動態熱機械分析( dma )儀對ipn材料進行表徵,在5 180內對其損耗因子( tan )進行研究,發現引發劑和交聯劑的用量、聚硅氧烷的用量和分子量等參對ipn性能的影響較大,存在一個合理配比值,當pma與粘度為3300pa ? s的pdms之比(質量比)為1 . 17 : 1 、交聯劑用量為1時, tan最大值為0 . 735 ,大於0 . 3的溫域差達到46 。
  6. The way to eliminate chaos phenomenon through adjusting system parameters is indicated. the nonlinear dynamic behavior of journal bearing - rotor system in large parameter space is studied in numerical integral method and floquet theory and the first and second bifurcation behavior of nonlinear rotor system are discussed ; the concept is advanced that realizing the controllable nonlinear stiffness with sfd with the soft - nonlinear of sma in the super - elasticity state to make the vibration amplitude of system always be in the small solution state to reduce the vibration amplitude of rotor system

    運用值積分方法結合floquet理論對滑動軸承-轉子系統的大參范圍非線性動力學特性進行了全面的研究,詳細地討論了系統的一次和二次分岔行為; 5 )提出了用形狀記憶合金在超彈性狀態下的軟非線性,結合擠壓油膜器實現系統剛性的非線性可控,降低系統在非定狀態下的最大振幅的構想。
  7. 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,採用與頻率相關的剛度系的近似表達式,對有限長樁和無限長樁的動力特性特別是對最大無量綱響應沿深度的變化曲線進行了參研究,表明在見樁土參下,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。
  8. The study shows that adequate modes are important to ensure the precision of computation, and different ways to deal with cross terms of force spectra and modals have a great effect on results, and the resonant responses are sensitive to the structural damping ratio

    研究表明,選擇足夠量的參振模態對保證計算精度非重要,力譜交叉項、模態交叉項的不同處理方法對計算結果有較大影響,並且結構共振響應對結構很敏感。
  9. In the fourth chapter, on the basis of the second and third chapter, using the melnikov function approach, we find the conditions for producing chaotic josephson effects and obtain the critertia for the chaos

    在第二章和第三章的基礎上,第四章主要研究了條件下的正和混沌的josephson效應。利用melnikov函方法給出了混沌的參區域。
  10. The existing algorithms usually add damping term of the form. xlog. x into their objective function in order to control matching matrix ' s entropy. the shortcoming is that the two - way constraints need to be enforced by using sinkhorn method

    這類演算法為了控制匹配矩陣元素的熵,通在目標函中加入xlogx形式的項,其缺點是需要用sinkhorn交替歸一化方法或其它方法使匹配矩陣滿足雙向的行列約束。
  11. But the cases of two or more foundations were not presented because the interactions between foundations were not considered in all present papers. this thesis eliminates two faults named above by using the assumption of the plane strain and of dynamic foundation - soil interaction factors. the calculating method of dynamic impedances presented by the paper proved to be accurate and practical

    過去許多學者通將任意形狀基礎的外包規則幾何形狀代替原有的不規則基礎形狀,以達到確定動剛度和的目的,顯然計算結果是近似的;本文將任意剛性基礎劃分為規則的小型基礎,然後求小型基礎之間的動力相互作用因子,最後得到任意剛性基礎的動剛度和,而且這種方法也可考慮相鄰基礎產生的影響。
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