the dissertation studies comprehensively the post-buckling behavior of two typical tubulars subjected to axial and torsional load in cylinders, and relative non-linear differential equations.
本文首先分析了两种典型管柱在压扭组合作用下的屈曲及后屈曲行为及相关非线性微分方程的性质。
the internal pile top forces of pile cap system under torsional load are analyzed through the computation of elastic and absolute rigid pile cap system and the model test.