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这里提出的温度参数法,从计算力学的角度看,是一个通用的方法。凡是可以用有限元法进行弹性分析的结构,用此法就可以利用这个弹性分析程序进行极限分析和安定分析;而且计算工作最比之其它方法有比较大幅度的下降。这将有利于复杂结构的实际应用。
The temperature parameter method proposed here is a general method from the viewpoint of computational mechanics. Any structure that can be used for elastic analysis with the finite element method can be used to perform limit analysis and stability analysis using this elastic analysis program; moreover, the computational work has been considerably reduced compared to other methods. This will facilitate the practical application of complex structures.