1989 Volume 55 Issue 513 Pages 1168-1172
Using the support position as the design variable, the optimal designs of vibtrating beams and plates are determined to maximize the defference between two adjacent natural frequencies. A previously developed gradient technique is used for optimization. Numerical examples include continuous nouniform veams and cantilever square plates. The transfer matrix and Ritz-Langrange multiplier methods are used to yield freqency equations. The iterative solution process for the optimal support is illustrated on frequency maps.