正態得分變換 的英文怎麼說

中文拼音 [zhēngtàidefēnbiànhuàn]
正態得分變換 英文
normal score transformation
  • : 正名詞(正月) the first month of the lunar year; the first moon
  • : 名詞1. (形狀; 狀態) form; condition; appearance 2. [物理學] (物質結構的狀態或階段) state 3. [語言學] (一種語法范疇) voice
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 動詞1. (給人東西同時從他那裡取得別的東西) exchange; barter; trade 2. (變換; 更換) change 3. (兌換) exchange; cash
  1. 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

    析了計及剪切形和轉動慣性的有限長交異性圓柱殼中彈性瞬波的傳播問題,採用回傳矩陣法,在相空間中給出了位移和內力的表達式。再利用laplace逆交異性圓柱殼受軸對稱沖擊作用時彈性瞬波解,然後將其解為若干廣義射線積之和,並用數值方法求解之。
  2. On the one hand, we deduce the off - diagonal term of reduced density matrix is inner - product of two coherent states and we carry out decoherence in macroscopic limits in two special case, on the other hand, we delay decoherent time by controlling the interaction coefficient. in other part, we define two kind independent phase operators by improving two - mode squeezing coherent states in two - mode phase space and resolve their eigenstates

    在第二部中,我們在雙模相位空間里利用雙模壓縮相干所對應的算符定義二類獨立的相位算符並相應求出本徵,而它的產生算符和湮滅算符是通過簡諧振子的產生算符和湮滅算符經過到的。
  3. Here, the aircraft is in extreme flight conditions that is high angles of attack and high angular rates. it can encounter severe nonlinear effects. detailed descriptions of the flight dynamic, aerodynamic models, inverse dynamic and the choice of the control variable are given

    2 、應用經典的微幾何方法研究了一般的飛行狀下飛機飛行的控制律,指出不利用矢量推力的飛行系統的控制方程一般都是可以逐步通過動反饋,適當的坐標則靜反饋等三個步驟以線性化。
  4. Thus the resistance factor and vibration modes of the soil layer are obtained and used to analysis the pile response. by considering the interaction between the soil layer and the pile with boundary condition of continuity of displacement and equilibrium of force at the interface of soil layer and pile, the dynamic equilibrium equation of pile is solved and an analytical solution for the pile response in frequency domain is yielded, which is used to define complex stiffness and mobility at the level of the pile head. based on the convolution theorem and inverse fourier transform, a semi - analytical solution of velocity response in time - domain subjected to a semi - sine exciting force is given

    首先通過引入勢函數方法對土體位移進行解,從而將土體動力平衡方程解耦,求解到了土層的振動模和阻抗因子,然後利用該解以小應條件下樁土接觸面上力平衡和位移連續條件來考慮樁土耦合作用,求解樁的動力平衡方程,到了樁頂的頻域響應解析解、復剛度和速度導納,利用卷積定理和傅里葉逆,求了半弦脈沖激振力作用下樁頂速度時域響應半解析解。
  5. Firstly, according to the characteristic that the doppler frequency shift signal can be approximated as a single sinusoid signal, the extended sinusoid signal retrieval ( pisarenko and esprit ) methods are presented and signal state and measurement formulations are developed, so the kalman filter recursive method is got. the brief introduction of low velocity moving target doppler frequency shift signal wigner - ville transformation and wavelet transformation expression are presented in this paper. secondly, because the clutter is gaussian distribution, cumement and high - order spectrum based methods are presented and the simulation results prove their good performance to suppress gaussian clutter in low velocity moving target doppler frequency shift signal processing

    一個方面是根據低速目標的多普勒信號可簡化為單一弦波形式這一特點,到了擴展的高斯色噪聲背景下的諧波恢復演算法,即高斯色噪聲中的pisarenko諧波恢復法和旋轉因子不法( esprit ) ;並推導了信號的狀方程和觀測方程,進而到基於卡爾曼濾波的遞推演算法對信號進行提取;本文還簡單的介紹了低速運動目標的多普勒頻移信號的wigner - ville與小波;另一個方面是針對雜波服從高斯佈這一特點,提出了對接收信號求累積量和高階譜來對高斯雜波進行抑制。
  6. Based on the approach of turning some of the relevant extreme - value - type and logarithmic normal distribution variables into independent and normal random variables, the shear - slipping failure probability of a high arch dam is worked out to be of the order of magnitude of 10 ^ ( - 5 ) by means of second - order moment method

    在將部相關的極值型與對數佈隨機量轉為獨立、隨機量的基礎上,利用二階矩法計算到某高拱壩的剪滑失效概率為10 ^ ( - 5 )量級。
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