同时就柱子长细比、荷载偏心距对长柱极限承载力的影响进行了较详细的数值分析和讨论。
Meanwhile the effects of slenderness ratio and load eccentricity on the ultimate load-capacity of slender composite columns are numerically analyzed and discussed in detail.
利用数值方法研究了正交各向异性结构的塑性极限与安定下限分析问题。
A numerical method is presented for lower bound limit and shakedown analyses of orthotropic structures.
利用数值方法研究了正交各向异性材料结构的塑性极限分析问题。
The aim is to calculate the plastic limit loads of structures made of orthotropic materials.
由工程应变推导出几何非线性的切线刚度矩阵，并给出判断分歧点与极限点的准则，最后用一数值例题说明该方法的分析过程。
The tangent stiffness matrix is obtained from the engineering strain and the principle for determining the limit point and bifurcation point is given.
如同弹性接触问题及极限分析中那样，该原理可望用于有限元数值分析中。
The parametric variational principle may be used to finite element analysis as in plastic limit analysis and in elastic contact problems.
归纳分析了桥梁结构极限承载力分析中常用的数值单元模式。
The element models which had been used commonly to analyse the ultimate bearing capacity of bridge structures were summarized.
归纳分析了桥梁结构极限承载力分析中常用的数值单元模式。
The element models which had been used commonly to analyse the ultimate bearing capacity of bridge structures were summarized.
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