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modified formula造句

"modified formula"是什么意思   

例句與造句

  1. A modified formula is brought foreword to criterion , which provide reference for design department
    基于此,對規(guī)范所給公式提出了修正建議,可供設(shè)計(jì)部門參考。
  2. On the basis of our experiments , a new physical model is established and a modified formula with general meaning is given
    在前期系統(tǒng)實(shí)驗(yàn)的基礎(chǔ)上,建立新的物理模型,給出更具普遍意義的修正公式。
  3. The performance of log gabor wavelet is detailedly analyzed , the modified formula of pc invariant is presented by the log gabor wavelet
    詳細(xì)分析了loggabor函數(shù)性能,給出了用loggabor求相位疊加( pc )不變量的修正公式。
  4. 4 . droops affection for cable ' s angle and force is analysed and applied droops - modified formula of cable ' s angle and force are given
    分析了拉索的自重垂度對其索力和傾角的影響并推導(dǎo)得出索力和傾角的垂度修正實(shí)用計(jì)算公式。
  5. Experiments indicated that the modified formula of bfp has effects on estrogenic activity and hormonal profile , anti - hypertension , and restoration of immune imbalance in aging animals
    實(shí)驗(yàn)結(jié)果證明,白鳳丸新配方對調(diào)節(jié)老年動(dòng)物體內(nèi)雌激素分泌抗高血壓,以及免疫系統(tǒng)失衡復(fù)元等多方面均產(chǎn)生效用。
  6. It's difficult to find modified formula in a sentence. 用modified formula造句挺難的
  7. Modified formula for sensorless dc motor speed estimation was proposed through the test for relationship between the current ripple frequency and the rotation speed in a 4 - pole dc motor
    摘要根據(jù)4極直流電動(dòng)機(jī)的轉(zhuǎn)速與脈動(dòng)電流頻率關(guān)系的實(shí)驗(yàn)結(jié)果,對現(xiàn)有的無傳感器直流電動(dòng)機(jī)測速公式提出了修正意見。
  8. Experiments indicated that the modified formula of bfp has effects on estrogenic activity and hormonal profile , anti - hypertension , and restoration of immune imbalance in aging animals
    實(shí)驗(yàn)結(jié)果證明,白鳳丸新配方對調(diào)節(jié)老年動(dòng)物體內(nèi)雌激素分泌、抗高血壓,以及免疫系統(tǒng)失衡復(fù)元等多方面均產(chǎn)生效用。
  9. The new modified formula not only meets with our experiment result , but also can explain the examples of relationship between the speed and the current ripple frequency of dc motors in the literature
    新的修正公式不僅能夠解釋文中的實(shí)驗(yàn)結(jié)果,也能滿足以往文獻(xiàn)提出的直流電動(dòng)機(jī)轉(zhuǎn)速與脈動(dòng)電流頻率之間的關(guān)系。
  10. The modified formulae derived from the simplified models , the one of which is the continuous beam on the elastic supports , the other is articulated beam , have been established . being analyzed , the later one is prove more reasonable
    文中以彈性支承連續(xù)梁和鉸接梁為基礎(chǔ)建立計(jì)算模型,并對這兩種方法進(jìn)行修正,經(jīng)比較后最終推導(dǎo)出簡化的三跨鉸接梁為計(jì)算模型。
  11. On the basis of above parts , this paper discusses the noise muffling of several kinds of plates . it gives the modifying formula of the mass law and verifies its accuracy with an example . at last , this paper explains the effect of stiffeners and damping on the plates " muffling characteristics
    在認(rèn)識(shí)隔聲理論的前提下,研究了板在寬頻域范圍上的隔聲特性,并總結(jié)了板材加筋以及敷設(shè)阻尼對結(jié)構(gòu)隔聲的影響,具有一定的工程實(shí)用價(jià)值。
  12. Combining with practical investigation and analysis , the author presented the fitting equation of the second non - uniform coefficient in which the method of least squares error approximation with the power index regression is used and proposed a modified formula for flow rate per second calculation to precisely determine the size of pipeline and to make the design advanced in technology and reasonable cost
    本課題分析了室外和室內(nèi)的設(shè)計(jì)流量公式,通過調(diào)查、實(shí)測本地區(qū)的水量資料,運(yùn)用相關(guān)數(shù)學(xué)方法分析,提出了適合小區(qū)給水管網(wǎng)采用的流量公式。
  13. Local buckling capacity of steel composite beam subjected to combined bending , shear and patch loading is one of key problem in steel structures design . the computational formula for local stability of web was based on the assumption of infinite - elastic perfect plates in the steel structures design code ( gbj17 - 88 ) . but in the revised code ( gb50017 - 2003 ) , this formula was made big change with reference to british code ( bs5950 , partl ) and australian code ( as4100 ) , the related research result of our country was included as well . in the modified formula , influence of early geometric imperfection and elastic - plastic buckling stage were considered , which is compatible with both actual circumstance of engineering and the strength formula of beams under bending stresses ( considering partial plasticity of the section ) . in this paper , the preceding problem is deeply analyzed and studied , considering the effects of various geometric parameters and stress combinations on buckling critical stress of web , the revised local buckling correlative formula for transverse and longituded stiffened web panels under combined stresses is analyzed and verified by finite element method
    組合鋼梁腹板在彎、剪及局壓復(fù)合應(yīng)力作用下的局部屈曲承載能力是鋼結(jié)構(gòu)設(shè)計(jì)中需考慮的問題,新的《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 ( gb50017 ? 2003 )對此部分內(nèi)容作了較大改動(dòng),原規(guī)范中關(guān)于腹板局部穩(wěn)定的計(jì)算公式是基于無限彈性的完善板假定;新的規(guī)范則參考了英國規(guī)范( bs5950 part1 )及澳大利亞規(guī)范( as4100 )并結(jié)合我國相關(guān)研究成果,考慮了屈曲進(jìn)入彈塑性階段以及初始幾何缺陷的影響。這不僅與工程實(shí)際情況相符,而且也與鋼梁在彎曲應(yīng)力作用下允許截面部分進(jìn)入塑性的計(jì)算公式相協(xié)調(diào)。

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