“…These studies include restrained beams [4,5], in-span support [6,7], different boundary conditions for nonlinear vibrations [8][9][10], stepped beam systems using artificial neural networks [9] and finite element methods [12], single, multiple mass on simply supports [13][14][15][16], and non ideal support cases for three different simply supported beams [16], infinite mode analysis was performed [17]. Nonlinear vibrations and 3:1 internal resonances on multiple supports were investigated and excitation frequency-frequency response curves drawn for different support numbers [18] and Tekin et al studied on three-to one resonance in multi stepped beam systems [19]. For slightly curved beams with stretching, one may refer to Rehfield [20].…”