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second-order effects造句

"second-order effects"是什么意思   

例句與造句

  1. Influences of second - order effect on structural analysis of steel frames
    二階效應(yīng)對鋼框架結(jié)構(gòu)分析的影響
  2. Performance analysis of steel megaframe and influence of second - order effects
    巨型鋼框架結(jié)構(gòu)性能分析及二階效應(yīng)的影響
  3. Influence of second - order effects on response history analysis of steel megaframe
    二階效應(yīng)對巨型鋼框架結(jié)構(gòu)時程分析的影響
  4. The paper studies the second - order effects and stability problem of the reinforced concrete hinged column and frame column
    本文對鉸支柱和框架柱的二階效應(yīng)問題進(jìn)行了較全面的研究。
  5. The second - order effects of column emphasize the connection between axis load and distortion add - ons internal force and add - ons distortion , second - order effects analysis should consider from whole
    柱二階效應(yīng)問題研究的是柱軸力和變形的相互關(guān)系及其產(chǎn)生的附加內(nèi)力和附加變形。對于二階效應(yīng)分析應(yīng)該從整體上考慮。
  6. It's difficult to find second-order effects in a sentence. 用second-order effects造句挺難的
  7. So the studies of second - order effect of the frames are very important and meaningful , because it can provide theoretic foundation for the second - order design and practical analysis method for practical projects
    剛框架的二階效應(yīng)研究既可以給框架結(jié)構(gòu)的二階設(shè)計(jì)提供理論依據(jù),又可為實(shí)際工程提供實(shí)用的分析方法,因此具有重要的理論價(jià)值和實(shí)際意義。
  8. In this paper , slender columns with the two ends hinged are considered . an iterative computer analysis procedure taking into account the second - order effect of the axial load is proposed to predict this complete load - deformation process
    本文針對兩端鉸接的任意截面鋼-砼組合長柱,考慮長柱在偏心荷載作用下的附加彎矩影響(二階效應(yīng)) ,提出了一種數(shù)值迭代的計(jì)算機(jī)方法進(jìn)行全過程分析。
  9. Secondly , some conclusions have been made through the comparison of several examples . thirdly , a set of equations concerning the second - order effects is proposed to facilitate practical use . the advantage of this simplified design method is that the second - order effects can be simulated in a convenient way
    第三,為方便工程設(shè)計(jì),本文首次提出了交錯桁架結(jié)構(gòu)體系考慮空間整體二階效應(yīng)的簡化設(shè)計(jì)方法,該方法的優(yōu)點(diǎn)是能用修正后的空間一階分析的結(jié)果來反映結(jié)構(gòu)考慮二階效應(yīng)后的響應(yīng),具有較強(qiáng)的可操作性。
  10. The present findings of nonlinear research in frame structures , and the methods for design of second - order effect in the codes from china and other countries , were briefly introduced in this paper . the contents and methods of design and calculating about second - order effect in gb50017 - 2003 were discussed as well . a rotational displacement equation for geometric nonlinear structures was derived , and then a nonlinear finite element program for rigid frames was compiled by fortran
    本文簡要地介紹了框架結(jié)構(gòu)非線性研究的現(xiàn)狀以及各國規(guī)范對框架二階效應(yīng)的設(shè)計(jì)內(nèi)容和方法;對我國《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 gb50017 - 2003給出的考慮框架結(jié)構(gòu)二階效應(yīng)的方法進(jìn)行了探討;推導(dǎo)了基于幾何非線性框架的轉(zhuǎn)角位移方程,在此理論基礎(chǔ)上用fortran語言編制了剛性框架二階內(nèi)力分析的有限元計(jì)算程序,并用此結(jié)構(gòu)分析程序?qū)Χ喾N框架進(jìn)行了一階和二階的彈性分析,討論了二階效應(yīng)在框架分析中不應(yīng)忽略的原因,同時分析了影響框架二階效應(yīng)的因素。
  11. When the elastic design method is used , the paper proposes the recommendation that designer can not consider second - order effect on structural internal force , but must consider the effect on drift computing , and also gives a simplification method for calculating the second - order drift . base on above research achievements and referencing current design codes and research documents , this text has done overall discussions on the elastic design method , the chief works includin
    基于前面的研究成果,參考現(xiàn)有各國鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范和已有的研究文獻(xiàn),本文首次對鋼結(jié)構(gòu)錯列析架體系的彈性設(shè)計(jì)方法作了全面的探討,主要工作包括材料的選用、構(gòu)件截面形式、構(gòu)件彈性設(shè)計(jì)方法、連接節(jié)點(diǎn)設(shè)計(jì)和構(gòu)造詳圖、組合樓蓋的設(shè)計(jì)、栓釘剪力連接件的設(shè)計(jì)。
  12. In this paper , considering the additional bending moments of the axial load about the lateral displacements ( i . e . the second - order effect ) , an iterative computer analysis procedure is proposed to predict the load - deformation relations and ultimate loads of steel - concrete composite columns of arbitrary cross section
    本文考慮長柱在軸向荷載作用下的附加彎矩影響(二階效應(yīng)) ,提出了一種適用于任意截面形式鋼-砼組合長柱的荷載-變形關(guān)系分析和極限承載力分析的數(shù)值迭代計(jì)算機(jī)方法。

相鄰詞匯

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