Journal of Mathematics

Research Article

Analysis of Tapered Timoshenko and Euler–Bernoulli Beams on an Elastic Foundation with Moving Loads

Table 4

Current values of the natural frequencies.
Beam (1)Beam (2)
E-BTimE-BTim
λ11178.171169.10442.017443.3
λ24712.694146.661767.441567.15
λ310608.17378.253978.222781.11