Abstract Based on the Bernoulli–Euler theory, vibration characteristics of a clamped-elastic pinned beam under elastic constraint and compressive axial loads are derived verified by finite element method. The results examples show that natural frequency decreases with increase increases stiffness. When stiffness from 10 4 to 8 N/m, first-order becomes 4.24 times, second-order 2.19 third-order 1...