TU323.01 TU311.2
This paper comments upon the deformative increasing quantity models, with their application to any nonlinear elastic material.Eventually, the entire analysis of beam_columns can be realized by this method.
魏巍.对梁柱分析中变形增量计算模型的评述[J].土木与环境工程学报(中英文),1999,21(2):100~108