On the vibration of beams or rods carrying an arbitrary number of concentrated masses

Determining eigenvalues of free vibration of beams carrying concentrated mas

Dynamic response of buckled stiffened panels typical of S-II stage forward skirt under acoustic loads Interim report

Dynamic response of buckled stiffened panels under compressive load

Dynamic response of buckled stiffened panels typical of S-II stage forward skirt under acoustic loads Final report

Dynamic response of buckled stiffened panels typical of S-II stage forward skirt under acoustic load

The general solution to the classical problem of finite Euler Bernoulli beam

An analytical solution is obtained for the problem of free and forced vibrations of a finite Euler Bernoulli beam with arbitrary (partially fixed) boundary conditions. The effects of linear viscous damping, Winkler foundation, constant axial tension, a concentrated mass, and an arbitrary forcing function are included in the analysis. No restriction is placed on the values of the parameters involved, and the solution presented here contains all cited previous solutions as special cases