Research Article
Dynamic Analysis of Rectangular Plate Stiffened by Any Number of Beams with Different Lengths and Orientations
Figure 4
Convergence of velocity response for rectangular plate with one central x-wise beam and one central y-wise beam under local uniform pressure ( = 1). (a) Point A (1 m, 0.5 m). (b) Point B (0.5 m, 0.5 m).
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