非均布載荷 的英文怎麼說

中文拼音 [fēijūnbùzǎihé]
非均布載荷 英文
non-uniform load
  • 非 : Ⅰ名詞1 （錯誤） mistake; wrong; errors 2 （指非洲） short for africa 3 （姓氏） a surname Ⅱ動詞1 ...
  • 均 : Ⅰ形容詞（均勻） equal; even Ⅱ副詞（都; 全） without exception; all
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 荷 : 荷名詞（蓮） lotus
  • 載荷 : load; loading載荷變化 load fluctuation; variation in load; 載荷裝置 load device
  1. Many recent researches have indicated that the contact pressure between tire and pavement is highly complex. it is different from the uniformly distributed vertical stress distributions traditionally used for pavement analysis

    輪胎與路面間的接觸壓力具有很明顯的非均布性，並不同與傳統的路面結構分析中的圓形均布荷載。
  2. In this thesis theoretical solution of inhomogeneous polar orthotropic plate was deduced and plate with clamped edges was taken as example. the displacement in radius direction, inner - force in radius direction, inner - force in annulus direction and buckling load with different core - radius ratio were worked out. the effect of core - radius ratio to the result was discussed in the conclusion

    本文從理論上推導出了非均勻極正交各向異性圓板的精確解，並且以夾支圓板作為算例，計算了在不同核徑比的情況下，圓板受外部縱向均布載荷作用后的徑向位移、徑向內力、環向內力，以及屈曲載荷，討論了核徑比對計算結果的影響。
  3. The paper concerns about the beams with consideration of residual stress under loading combined antisymmetric end moments with transverse uniformly distributed load, that formula for the linearly distributed moment used in gb50017 - 2003 should be modified for the nonlinearly distributed moment, and kirby, p. a & nethercot, d. a only suggested an empirical formula. therefore, it is of theoretical and practical value to investigate it

    對于本文所研究的既有端彎矩又有橫向均布荷載作用且考慮截面殘余應力的梁，由於其沿梁長方向的彎矩是非線性分佈的，上述公式適用性有待進一步研究加以修正。而英國人kirby ， p . a和nethercot ， d . a .也只給出了彎矩非線性分佈梁的等效彎矩系數經驗公式。
  4. Finally, the multi - layer elastic system theory is employed to analyze the pavement response under the nonuniform load

    最後根據疊加原理，利用彈性層狀體系理論對非均布荷載作用下的瀝青路面進行計算分析。
  5. Nonlinear bending of corrugated diaphragm with large boundary corrugation under uniform load

    均布載荷作用下帶邊緣大波紋膜片的非線性彎曲
  6. The result indicate that the influences of geometrical nonlinearity is different to the structure critical load under different load cases. under the live uniform load, the structure critical load decreases 10 % after considering the geometric nonlinearity ; and under the live uniform load or concentrated load act on half bridge, the structure critical load decreases 35. 38 % or 74. 08 % after considering the geometric nonlinearity

    計算結果表明，在不同的加載工況下，幾何非線性對結構的臨界荷載影響程度不同，幾何非線性對全橋均布活荷載作用下的臨界荷載影響較小，考慮幾何非線性后，臨界荷載僅下降了10 % ，而在半橋均布活荷載和集中荷載作用下，幾何非線性對其臨界荷載影響很大，考慮后其臨界荷載分別下降了35 . 38 %和74 . 08 % 。
  7. In these examples, the results indicate that moments of every floor are very close, and each story obviously has an inflection point except ground floor in ordinary frame under the concentrated load. the moments get larger from top floor to ground floor, and the columns of ground floor and side columns of the stories close to the top floor do not have inflection point in ordinary frame under the trigonometry load or uniform load

    結果表明，無轉換層時，頂點集中荷載下，各樓層的彎矩非常接近，除底層外，每層都有明顯的反彎點;而在倒三角荷載或均布荷載下，各樓層彎矩由上至下逐漸變大，接近頂端幾層的外柱和最底層柱均沒有出現反彎點。
  8. The analyses of overloading and non - uniform distributed load show that the fatigue lives of asphalt pavement decrease rapidly for the increment of load and non - uniform distribution of load resulted from overload. therefore, it should be attached great importance to the limitation of overload

    此外，本文還分析了車輛超載和荷載非均布的影響:隨著荷載的增加，再加上車輛超載造成的荷載非均布，瀝青路面的疲勞壽命下降很快。
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