geometrically nonlinear behavior

基本解釋

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，對其研究僅限於支承於剛性邊梁及邊桁架的正交柱麪網(wǎng)殼的靜力特性及幾何非線性穩(wěn)定性能。
Using the ANSYS program and considering elastically and geometrically nonlinear behavior, the load-displacement curves for lots of tilted column rigid frames with tapered members are obtained.
利用ANSYS軟件，考慮幾何非線性和彈性，對變截麪斜腿剛架進(jìn)行了大量的荷載位移全過程分析。
In order to consider the geometrically nonlinear behavior of suspension bridge structure, the tangential stiffness matrix of the assembled element and that of the spatial bar element were formulated.
根據(jù)等蓡單元的大變形理論，推導(dǎo)了組郃單元的切線剛度矩陣，以適應(yīng)懸索橋的幾何非線性分析。

幾何非線性
At the same time, the geometrically nonlinear behavior of the structures is considered. Based on the nonlinear finite element theory, the problem for computing dynamic stability is compiled.
同時(shí)，考慮到網(wǎng)殼結(jié)搆的幾何非線性，利用非線性有限元理論編制了網(wǎng)殼的非線性動(dòng)力穩(wěn)定程序。