改进的UL列式法及在几何非线性分析中的应用

A NEW UL METHOD AND ITS APPLICATION IN GEOMETRICALLY NONLINEAR ANALYSIS

  • 摘要: 在结构承受外荷载等效力的计算以及结构抗力向量计算方面对传统的UL方法进行了改进.编制了相应分析程序,通过算例分析比较表明该方法具有迭代收敛速度快、计算稳定、精度高的特点. 该方法能直接应用到大型复杂杆系结构的几何非线性问题的求解中.

     

    Abstract: A new UL method is proposed in this paper with the related programming flow diagram. Numericalresults are presented to demonstrate the accuracy and effectiveness ofthis new method. This method can be applied to the solution ofgeometrically nonlinear problems for complicated structures.

     

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