This paper presents the solution of frequency equation to clamped ends Timoshenko beam. The Eigenvalue were obtained from the asymptotic formulas. Journal of the Nigerian Association of Mathematical Physics Vol. 9 2005: pp. 473-47
An exact solution for the title problem is obtained by means of the classical eigenfunction approach...
This work deals with an improved plane frame formulation whose exact dynamic stiffness matrix (DSM) ...
Abstract It is quite usual to encounter a beam with different types of cross section or even structu...
Asymptotic formulas are derived for the eigenvalues of a free-ended Timo-shenko beam which has varia...
Vibrations of Timoshenko beams with properties periodically varying along the axis are under conside...
The problem of free vibrations of the Timoshenko beam model has been addressed in the first part of ...
We have found a unified method to analyse Timoshenko beams under various boundary conditions that oc...
This article deals with the free transverse vibration of a Timoshenko beam with intermediate elastic...
In this report an attempt is made to analyse how a damped Timoshenko beam is affected by an external...
AbstractWe have found a unified method to analyse Timoshenko beams under various boundary conditions...
Considerations of nonlocal elasticity and surface effects in micro- and nanoscale beams are both imp...
In the paper, a new approach to description of the Timoshenko beam free and forced vibrations by a s...
AbstractAsymptotic formulas are derived for the eigenvalues of a free-ended Timoshenko beam which ha...
This paper deals with the free transverse vibration of a Timoshenko beam with an arbitrarily located...
Abstract: The Laplace transform is used to obtain a solution for a Timoshenko beam on an elastic fou...
An exact solution for the title problem is obtained by means of the classical eigenfunction approach...
This work deals with an improved plane frame formulation whose exact dynamic stiffness matrix (DSM) ...
Abstract It is quite usual to encounter a beam with different types of cross section or even structu...
Asymptotic formulas are derived for the eigenvalues of a free-ended Timo-shenko beam which has varia...
Vibrations of Timoshenko beams with properties periodically varying along the axis are under conside...
The problem of free vibrations of the Timoshenko beam model has been addressed in the first part of ...
We have found a unified method to analyse Timoshenko beams under various boundary conditions that oc...
This article deals with the free transverse vibration of a Timoshenko beam with intermediate elastic...
In this report an attempt is made to analyse how a damped Timoshenko beam is affected by an external...
AbstractWe have found a unified method to analyse Timoshenko beams under various boundary conditions...
Considerations of nonlocal elasticity and surface effects in micro- and nanoscale beams are both imp...
In the paper, a new approach to description of the Timoshenko beam free and forced vibrations by a s...
AbstractAsymptotic formulas are derived for the eigenvalues of a free-ended Timoshenko beam which ha...
This paper deals with the free transverse vibration of a Timoshenko beam with an arbitrarily located...
Abstract: The Laplace transform is used to obtain a solution for a Timoshenko beam on an elastic fou...
An exact solution for the title problem is obtained by means of the classical eigenfunction approach...
This work deals with an improved plane frame formulation whose exact dynamic stiffness matrix (DSM) ...
Abstract It is quite usual to encounter a beam with different types of cross section or even structu...
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