Chinese translation for "二阶弹性"

second order elasticity

Related Translations:

阶:  名词1.(台阶) steps; stairs 短语和例子石阶 stone stairs; 台阶 a flight of steps2.(等级) rank 短语和例子军阶 military rank3.[医学] (耳蜗的三个螺旋管的任一个) scala 短语和例子中阶 scala media4.[数学] order 短语和例子非整数阶 non-integral order;

Example Sentences:

	1.	Analysis of second - order elasticity of steel frames with semi - rigid connections 半刚性连接钢框架的二阶弹性分析
	2.	Second order elasticity 二阶弹性
	3.	It is easily seen that problem ( 1 . 0 ) formally degenerates from a fourth order plate model toward a second order membrane problem when e decreases from 1 to zero 0 )从一个四阶板模型逐渐退化为一个二阶弹性膜问题，因此如果某种有限元方法对( 1
	4.	But when the imaginary horizontal loads method in the new code was proceeded the second " order elastic analysis , could it achieve the requirement and get the more precise results than the old effective length method 但新规范中采用假想水平荷载法二阶弹性分析是否真的能达到要求?是否就比原来的计算长度法更精确
	5.	In order to take the influence of the internal force from translation into consideration , the design of in - plane buckling of unbraced frames adopted a new second - order elastic method to calculate the structural internal force , e . g . the imaginary horizontal loads method 为考虑变形对内力的影响，对无支撑框架的平面内稳定计算提出采用假想水平荷载法进行二阶弹性内力分析，以与国际上钢结构设计相接轨。
	6.	Based on the current nonlinear analysis and calculation methods and beam - column element model of frame as well as the principle of functional minimum potential energy , the nonlinear element stiffness matrixes , which incorporate the effects of geometric nonlinear and end connection flexibility , are derived . as application , a general program of nonlinear analysis for semi - rigid steel frame is drawn up 本文在分析研究国内外现行框架结构非线性分析的理论计算方法及其杆件单元模式的基础上，利用泛函的最小势能原理，通过考虑连接的柔性和杆件的几何非线性影响，推导出用于半刚性连接钢框架二阶弹性分析的单元刚度矩阵。
	7.	In this revision , second order elastic analysis on the equation > 0 . 1 of steel frames structure has been raised . in the process of second order elastic analysis , the horizontal load is added to column top to deal with the influence on inner force caused by various defects of structures and levers 该规范第一次提出对系数的钢框架结构宜进行二阶弹性分析，并建议在二阶弹性分析时，应在每层柱顶施加附加的假想水平荷载，以考虑结构和杆件的各种缺陷对内力的影响。
	8.	Through analysis of some examples , with the methods of first order elastic analysis , second elastic analysis and the notional load approaches recommended in the book code for design of steel structure ( gb 50017 - 2003 ) and other methods , it carries act a comparative analysis of the frame structure . the result shows first order plastic analysis would be taken in calculation of the frame structure when < 0 . 1 . however , when > 0 . 1 and < 0 . 25 , the second order elastic analysis would be taken and the imaginary horizontal load is dealt with the defects of frame structures , or the method in this thesis would be taken 结果表明，当0 . 1时，可以采用一阶弹性分析进行框架结构的计算；当0 . 1且0 . 25时，应采用二阶弹性分析计算框架的内力，可以用假想水平荷载法考虑缺陷对内力的影响，也可以用本文方法进行分析；当0 . 25时，考虑二阶效应后，一阶弹性分析与二阶弹性分析所得的位移相差较大，说明二阶效应非常显著，应增加框架的侧向刚度。

Similar Words：

"二阶差分变换" Chinese translation, "二阶常微分方程" Chinese translation, "二阶常系数齐次线性微分方程" Chinese translation, "二阶程序法" Chinese translation, "二阶代数超曲面" Chinese translation, "二阶导数" Chinese translation, "二阶导数滴定" Chinese translation, "二阶导数电位滴定" Chinese translation, "二阶导数分光光度法" Chinese translation, "二阶导数检验法" Chinese translation