Advances in Civil Engineering

Research Article

Nonlinear Dynamic Analysis of Plates Stiffened by Parallel Beams with Deformable Connection

Figure 8

Contour lines of of the stiffened plate of Example 1 at the time of maximum transverse deflection ignoring (a, c, e) or taking into account geometrical nonlinearities (b, d, f).
942763.fig.008a
(a)  cm at  msec of linear AEM analysis for
942763.fig.008b
(b)  cm at  msec of nonlinear AEM analysis for
942763.fig.008c
(c)  cm at  msec of linear AEM analysis for
942763.fig.008d
(d)  cm at  msec of nonlinear AEM analysis for
942763.fig.008e
(e)  cm at  msec of linear AEM analysis for
942763.fig.008f
(f)  cm at  msec of nonlinear AEM analysis for