Research Article
Forced Vibration of a Timoshenko Beam Subjected to Stationary and Moving Loads Using the Modal Analysis Method
Figure 12
Comparison of the dynamic responses at of a simply supported beam subjected to a stationary impulsive point transverse force applied at obtained by Timoshenko beam theory and Bernoulli-Euler beam theory: (a) transverse displacement ; (b) shear angle .
(a) Transverse displacement |
(b) Shear angle |