Dynamic Analysis of Rectangular Plate Stiffened by Any Number of Beams with Different Lengths and Orientations

Figure 11

Structural intensity of a rectangular plate attached by beams with different configurations under two-point excitation: (a) CSCS; (b) SFSF; (c) E⁷⁷E⁷⁷E⁷⁷E⁷⁷; (d) E⁵⁵E⁵⁵E⁵⁵E⁵⁵.

(a)

(b)

(c)

(d)