A study of the natural frequencies and mode shapes of a multi-span beam is carried out by introducing constrained beam characteristic functions. The conventional method used for the dynamic analysis of such a beam is to consider span-wise characteristic function solution and then to solve it by using compatibility conditions such as the continuity in the a slope and bending moment at the intermediate supports and boundary conditions at the ends. In the method proposed here, the matrix size is reduced and, if the support conditions are symmetric about the midpoint, the symmetry and anti-symmetry conditions at the midpoint can be conveniently exploited for computational economy. The natural frequencies occur in clusters, each one containing t...
In this study, the natural frequencies of an Euler-Bernoulli type beam with a mass are calculated. T...
This report investigates the application of transmission Matrices to determine natural frequencies o...
In this paper, a discrete system model and its equation of motion for beams with arbitrary supports ...
Evaluating the natural frequencies of multi- span beams with elastic supports play a major role in v...
Evaluating the natural frequencies of multi-span beams with elastic supports play a major role in vi...
The purpose of the present paper is the development of a physically discrete model for free transver...
The objective of this paper is to establish the formulation of the problem of nonlinear transverse f...
The qualitative properties of the frequency spectrum and modes were studied extensively for the nonh...
A beam can vibrate laterally at an infinite number of natural frequencies. The mathematical express...
This work involves the determination of the bending natural frequencies of beams whose properties va...
A general theory for the determination of natural frequencies and mode shapes for a set of elastical...
Two methods (equivalent force method and segmental mode assuming method) of calculating the natural ...
In this study, the following two topics are considered for uniform multispan beams of both finite an...
This paper deals with the geometrically nonlinear free and forced vibration analysis of a multi-span...
Structural elements supporting motors or engines are frequently seen in technological applications. ...
In this study, the natural frequencies of an Euler-Bernoulli type beam with a mass are calculated. T...
This report investigates the application of transmission Matrices to determine natural frequencies o...
In this paper, a discrete system model and its equation of motion for beams with arbitrary supports ...
Evaluating the natural frequencies of multi- span beams with elastic supports play a major role in v...
Evaluating the natural frequencies of multi-span beams with elastic supports play a major role in vi...
The purpose of the present paper is the development of a physically discrete model for free transver...
The objective of this paper is to establish the formulation of the problem of nonlinear transverse f...
The qualitative properties of the frequency spectrum and modes were studied extensively for the nonh...
A beam can vibrate laterally at an infinite number of natural frequencies. The mathematical express...
This work involves the determination of the bending natural frequencies of beams whose properties va...
A general theory for the determination of natural frequencies and mode shapes for a set of elastical...
Two methods (equivalent force method and segmental mode assuming method) of calculating the natural ...
In this study, the following two topics are considered for uniform multispan beams of both finite an...
This paper deals with the geometrically nonlinear free and forced vibration analysis of a multi-span...
Structural elements supporting motors or engines are frequently seen in technological applications. ...
In this study, the natural frequencies of an Euler-Bernoulli type beam with a mass are calculated. T...
This report investigates the application of transmission Matrices to determine natural frequencies o...
In this paper, a discrete system model and its equation of motion for beams with arbitrary supports ...