A modeling method for bending vibration analysis of immersed Timoshenko beam is introduced. The stuctures is discretized into rigid bars and the Lagrangian coordinates are selected to be the vertical displacements of the rigid bars; Cell Discretization Method (CDM). The advantage of this simplification and that it reports the study of the beam within the rigid systems. Usually, approximate free vibration frequencies can be obtained by standard Rayleigh-Ritz (R-R) method [11], whereas in this note lagrangian approach is adopted. The proposed analysis seems to be rather interesting; at least if compared with more usual R-R methods, since a lower-upper bound can be obtained. The paper ends with some numerical examples and compariso...
The present paper deals with a method for studying the dynamic analysis of an offshore structure ha...
In the paper, a new approach to description of the Timoshenko beam free and forced vibrations by a s...
In this study, free vibration characteristics of a functionally graded Timoshenko beam that undergoe...
A modeling method for bending vibration analysis of immersed Timoshenko beam is introduced. The stu...
The free vibration characteristics of a cantilever tapered Timoshenko beam is analyzed in this study...
A moving Timoshenko beam is analyzed for its free vibration characteristics using the dynamic stiffn...
A moving Timoshenko beam is analyzed for its free vibration characteristics using the dynamic stiffn...
The problem of free vibration of Timoshenko beams with elastically supported ends can be solved by ...
A new perturbation method is introduced to study the undamped free vibration of a non-prismatic Timo...
An exact dynamic stiffness matrix for a beam is developed by integrating the Rayleigh–Love theory fo...
The paper is concerned with free vibrations of geometrically non-linear elastic Timoshen-ko beams wi...
The paper is concerned with free vibrations of geometrically non-linear elastic Timoshenko beams wit...
The paper is concerned with free vibrations of geometrically non-linear elastic Timoshenko beams wit...
The scope of the research is to provide a simpler and more consistent equation for the analysis of t...
Complex structures used in various engineering applications are made up of simple structural members...
The present paper deals with a method for studying the dynamic analysis of an offshore structure ha...
In the paper, a new approach to description of the Timoshenko beam free and forced vibrations by a s...
In this study, free vibration characteristics of a functionally graded Timoshenko beam that undergoe...
A modeling method for bending vibration analysis of immersed Timoshenko beam is introduced. The stu...
The free vibration characteristics of a cantilever tapered Timoshenko beam is analyzed in this study...
A moving Timoshenko beam is analyzed for its free vibration characteristics using the dynamic stiffn...
A moving Timoshenko beam is analyzed for its free vibration characteristics using the dynamic stiffn...
The problem of free vibration of Timoshenko beams with elastically supported ends can be solved by ...
A new perturbation method is introduced to study the undamped free vibration of a non-prismatic Timo...
An exact dynamic stiffness matrix for a beam is developed by integrating the Rayleigh–Love theory fo...
The paper is concerned with free vibrations of geometrically non-linear elastic Timoshen-ko beams wi...
The paper is concerned with free vibrations of geometrically non-linear elastic Timoshenko beams wit...
The paper is concerned with free vibrations of geometrically non-linear elastic Timoshenko beams wit...
The scope of the research is to provide a simpler and more consistent equation for the analysis of t...
Complex structures used in various engineering applications are made up of simple structural members...
The present paper deals with a method for studying the dynamic analysis of an offshore structure ha...
In the paper, a new approach to description of the Timoshenko beam free and forced vibrations by a s...
In this study, free vibration characteristics of a functionally graded Timoshenko beam that undergoe...