Research Article
Analysis of Tapered Timoshenko and Euler–Bernoulli Beams on an Elastic Foundation with Moving Loads
Table 5
First 3 natural frequencies for beam (1).
| | λ | Current (EB.) | Leszek [13] (EB.) | Current (Tim.) | Leszek [13] (Tim.) |
| | λ1 | 1178.17 | 1178.1 | 1169.10 | 1160.5 | | λ2 | 4712.69 | 4712.6 | 4146.66 | 4447.4 | | λ3 | 10608.1 | 10603.0 | 7378.25 | 9386.1 |
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