諧波頻率響應 的英文怎麼說

中文拼音 [xiébīnxiǎngyīng]
諧波頻率響應 英文
harmonic frequency response
  • : Ⅰ形容詞1 (和諧) in harmony; in accord; in tune 2 (詼諧) humorous Ⅱ動詞(商量好; 辦妥) come t...
  • : Ⅰ名詞1 (波浪) wave 2 [物理學] (振動傳播的過程) wave 3 (意外變化) an unexpected turn of even...
  • : Ⅰ形容詞(次數多) frequent Ⅱ副詞(屢次) frequently; repeatedly Ⅲ名詞1 [物理學] (物體每秒鐘振動...
  • : 率名詞(比值) rate; ratio; proportion
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • 頻率 : frequency; rate
  1. The analysis results show that : the frequency characteristic curve assumes the downtrend, so the electrical energy measurement of the induction meter will produce biggish error when the content of the harmonic is big, no matter taking the whole energy as measurement standard or basic wave energy

    研究分析結果表明:感式電能表的誤差特性曲線呈迅速下降趨勢,因此在電能計量中,不管是以全能量為計量標準還是以基能量為計量標準,當含量較大時對感式電能表的電能計量將會產生較大的影
  2. Compared with the induction meter, the electronic meter ' s measurement error is affected diminutively by the change of the frequency, that is to say, the electronic meter has a wide frequency respond characteristic and its error - frequency characteristic curve is flat. therefore, taking the whole energy as measurement standard, the measurement error of electronic meter is less than that of induction meter very much ; while the measurement error of electronic meter is bigger than that of induction meter when taking the basic energy as measurement standard

    和感式電能表相比,電子式電能表的計量誤差受變化影較小,具有較寬的,誤差特性曲線較為平坦,因此,在存在下以全能量為計量標準時,電子式電能表的計量誤差遠遠小於感式電能表的電能計量誤差,而以基能量為計量標準時,電子式電能表的計量誤差比感式電能表的計量誤差大。
  3. It is shown by structural seismic response of four wavelets that littlewood - paley wavelet is not suitable for structural seismic response, because structural response is too small, meyer wavelet is a better wavelet for structural seismic response, for it ' s structural response is agreement with the finite element method, and also harmonic wavelet, structural response under earthquake is a little bigger than finite element method, structural response under odd exponent wavelet is also bigger than finite element method, this method is very simple by wavelet transform, wavelet transform method is different from old methods, one is with which not only knows the effects of earthquake wave detail frequency - band on structural response, but also considers earthquake wave ' s non - stationary of frequency and time - domain value, another is the second mode shape and higher mode shape response that do n ' t attenuate so fast

    通過對這四種小的結構地震反分析研究說明: littlewood ? paley小不適合於用來作結構地震反分析,因為在littlewood ? paley小下的結構地震反太小,不符合實際情況;用meyer小作結構地震反分析比較合適,和有限元法的結果比較接近;也可以用來作結構地震反分析,只是在下的結果略為偏大;單邊指數小下的結構地震反分析比有限元法稍大一點,它通過小變換大大簡化了結構地震反分析。用小變換方法來進行結構地震反分析和以往方法不同的是:它不僅可以知道地震的具體段對結構反的影,而且同時考慮了地震的幅值非平穩性以及非平穩性;另外與以前方法得到的結果有差異的是,第二振型及以後的高一點的振型的反沒有以前的方法衰減得快。
  4. The first order nonlinear hyperpolarizabilities in second - harmonic generation process and electro - optical pockels effect are computed. the basis set effects in ab - mitio quantum - chemical computation are mainly studied. the correction to the nonlinear optical properties due to the electronic correlation energy is discussed and the relationship between the first order hyperpolarizabilities and the frequencies of the external electric field is also investigated

    計算了二次振蕩過程和電光pockels效過程的一階非線性超極化,研究了電子的相關能對pna分子的非線性光學性質的影以及pna分子的一階非線性超極化與外加光電場之間的色散關系,並著重討論了量子化學從頭計算中基矢組的選取對計算結果的影
  5. The complex resonance frequency underlying in late - time scattering components of a conducting target is independent of waveform and polarization of the incident wave, as well as the direction of the target relative to radar. it is a unique aspect independent quantity so far used to characterize target physical structure and component

    目標的后時中包含的自然成分(極點) ,不依賴于雷達發射電磁形、和其極化形式,與目標對雷達的取向無關,具有目標姿態不敏感性。
  6. Sixth, low - order natural frequency has being obtained by the mode analysis experiment of machine tools, the dynamic parameters of combination surface jointed by bolts were identified by the synthesis of fea, optimal algorithm and harmonic response analysis

    6 .研究了如何利用由實驗模態分析測得整機的低階固有,通過將有限元分析和優化演算法、分析相結合的方法,完成螺栓聯接結合面的參數識別問題。
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