Abstract: An analytical method for determining eigenvalues of continuous beams is developed by using a general solution for the Bernoulli‐Euler differential equation. This method results in an eigenvalue problem in which the solution ...

Abstract: A method of analysis is presented for free vertical vibration of suspension bridges. The method takes into account the effects of shear deformation and rotary inertia, and uses a linearized theory which maintains small ...

Abstract: A practical structural analysis of suspension bridges by the stiffness matrix method is presented. This analysis is based on deflection theory. In this method all live loads are applied at arbitrary points and locations ...