At present, researches are only limited to the static behavior and geometrically nonlinear stability of cylindrical orthogonal supported on the rigidity roof beam or fringe truss.
目前，对其研究仅限于支承于刚性边梁及边桁架的正交柱面网壳的静力特性及几何非线性稳定性能。
Our results about the stability and long time asymptotic behavior of nonlinear waves are in some sense different from theirs.
只是他们得到的非线性波的稳定性和长时间渐近性结果与本文不一样。
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