慣性轉動時間 的英文怎麼說

中文拼音 [guànxìngzhuǎndòngshíjiān]
慣性轉動時間 英文
run-down time
  • : Ⅰ動詞1 (習以為常 積久成性; 習慣) be used to; be in the habit of 2 (縱容; 放任) spoil; indulge...
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 轉構詞成分。
  • : shí]Ⅰ名1 (比較長的一段時間)time; times; days:當時at that time; in those days; 古時 ancient tim...
  • : 間Ⅰ名詞1 (中間) between; among 2 (一定的空間或時間里) with a definite time or space 3 (一間...
  • 慣性 : [力學] inertia; inertance; sluggishness; the force of inertia
  • 轉動 : 轉動turn; run; twirl; roll; revolve; rotate
  • 時間 : time; hour; 北京時間十九點整19 hours beijing time; 上課時間school hours; 時間與空間 time and spac...
  1. This article takes the lagrange equation as the principle, establishes mathematics modeling to the inertia brake vibration when it brakes, then simulates it with matlab. this paper educed the relation equations between, which are the inertia brake ' s friction coefficient of the brake ring and the friction disk, the mean radius, the braking force, rotation inertia of the driving top and the spline shaft, spiral climbing angle of the brake ' s concave - convex helicoid, the mean effort radius of the concave - convex helicoid, elasticity coefficient of the spring, quality of the driving top and the spline shaft, rotations inertia of the brake ' s rotation part besides the driving top and the spline shaft, suppresses sleeve. provides the theory basis for the inertia brake structure optimization

    本文以拉格朗日方程為理論基礎,對器在制的振進行數學建模,然後用matlab對其進行模擬,得出了器在制角頻率分別與制環和摩擦片之的摩擦系數、制力的平均半徑、主頂和花鍵軸的量、器的凹凸螺旋面的螺旋升角、凹凸螺旋面平均作用力的半徑、彈簧的彈系數、主頂和花鍵軸的質量、器除主頂和花鍵軸外其他部分的量和、頂壓套的質量等器各零部件的物理參數之的關系,為器的結構優化提供了理論依據。
  2. The equations of motion governing the axisymmetric elastic deformation of finite orthotropic cylindrical shells, involving the effect of transverse shear and rotational inertia, are derived. by applying the reverberation method, the displacement and the resultant forces of the shell in the phase space are expressed. then the transient waves in the finite orthotropic cylindrical shell subjected to the axisymmetric impact are obtained by using inverse laplace transforms. furthermore, the transient solutions are decomposed to the generalized ray integrals and computed numerically

    分析了計及剪切變形和的有限長正交異圓柱殼中彈瞬態波的傳播問題,採用回傳矩陣法,在相空中給出了位移和內力的表達式。再利用laplace逆變換,得到正交異圓柱殼受軸對稱沖擊作用瞬態波解,然後將其分解為若干廣義射線積分之和,並用數值方法求解之。
  3. The content of this thesis comes from the fujian natural science found following research task 。 it studies on a space cantilever single beam attached to a moving support 。 inertia forces which are brought by the support ' s movement , are acceded to the equivalent initiative forces and the equivalent initiative moments 。 when we consider the relation of the forces and deformation , we change the method of material mechanical analysis to the elastic mechanical analysis 。 further more , we discusses the feasibility of the method which uses the multi - rigid - body discrete model to simulate the dynamic characteristic of a elastic body 。 first , the finite segment method is adopted to establish the models of the beam 。 based on kane ' s equations , dynamic math - model for the beam are derived 。 and by use of c - language and runge - kutta procedure , the computer - oriented procedure can give the whole responses of the beam 。 second , with compare to the numerical examples , the method which uses the multi - rigid - body discrete model to simulate the dynamic characteristic of a elastic body which is under the condition of movement is verified to be feasible 。

    本論文為福建省自然科學基金后續研究課題,以已知支撐運的單個空懸臂梁為對象,在等效主力與等效主力矩中加入支撐引起的力,並在考慮力與變形關系,用更一般的彈力學分析代替材料力學分析,進一步研究用多剛體離散模型來模擬其力學特的可行。首先,用有限段建立機械臂的多剛體離散模型,用kane力學方法建立其力學方程。並用c語言編制演算法程序,採用了四階runge - kutta積分程序求解微分方程組,給出構件的全部態歷程。
  4. With limited disturbances considered, sliding mode control is used to design the controller, which ensures the sliding mode to be exponentially converged and the sliding manifold to be reached in limited time from any initial states. and an adaptive law is designed for the unknown inertia matrix

    使用魯棒較強的滑模控制方法設計了控制律:滑模態是指數收斂的;在有界干擾力矩存在,任意初始狀態都可以在有限的內收斂到滑平面;對于量未知的情形,設計了自適應律,趨近模態是漸近收斂的。
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