Research Article
Dynamic Analysis of Rectangular Plate Stiffened by Any Number of Beams with Different Lengths and Orientations
Figure 16
Transient response of an SSSS square plate stiffened by one beam with various orientations ( = 1). (a) Point C (0.5 m, 0.5 m). (b) Point E (0.4 m, 0.4 m).
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