AbstractThe quenching of the vibration of an Euler–Bernoulli beam under tension with general linear homogeneous boundary conditions is studied using a distributed control. A method for determining the control that quenches a finite number of modes is given and it is shown that the method can be extended theoretically to determine a control to quench all modes of the vibration. In general there is more than one control that can be used to quench the same modes. It is shown that of all controls that quench specified modes of vibration at a given time and are square integrable the method described yields the unique control whose mean square is minimum. A method is given for determining how many modes are sufficient to be quenched if the residu...
This paper presents the vibrations suppression of a thermoelastic beam subject to sudden heat input ...
In the present paper the Green's function is utilized to provide a simple, exact and direct analytic...
A governing equation of motion for three layer sandwiched beams is derived. The three layer sandwich...
AbstractThe quenching of the vibration of an Euler–Bernoulli beam under tension with general linear ...
AbstractA flexible structure consisting of a Euler–Bernoulli beam with a tip mass is considered. To ...
Euler–Bernoulli beams are distributed parameter systems that are governed by a non-linear partial di...
We consider a flexible beam clamped to a rigid base at one end and free at the other end. To stabili...
n this article is considered the models of uniform Euler-Bernoulli beams with an arbitr...
Optimal boundary control for damping the vibrations in a Mindlin-type beam is considered. Wellposedn...
The active vibration attenuation of linearly elastic structures modeled by the finite element method...
AbstractThe optimal control of a distributed system consisting of two Euler–Bernoulli beams coupled ...
Abstract: Euler–Bernoulli beams are distributed parameter systems that are governed by a non-linear ...
The problem of determining the optimum shape of a homogeneous Euler-Bernoulli beam of a circular cro...
AbstractOptimal control theory is formulated and applied to damp out the vibrations of micro-beams w...
This paper investigates the vibration control of an Euler-Bernoulli Beam with nonlinear backlash inp...
This paper presents the vibrations suppression of a thermoelastic beam subject to sudden heat input ...
In the present paper the Green's function is utilized to provide a simple, exact and direct analytic...
A governing equation of motion for three layer sandwiched beams is derived. The three layer sandwich...
AbstractThe quenching of the vibration of an Euler–Bernoulli beam under tension with general linear ...
AbstractA flexible structure consisting of a Euler–Bernoulli beam with a tip mass is considered. To ...
Euler–Bernoulli beams are distributed parameter systems that are governed by a non-linear partial di...
We consider a flexible beam clamped to a rigid base at one end and free at the other end. To stabili...
n this article is considered the models of uniform Euler-Bernoulli beams with an arbitr...
Optimal boundary control for damping the vibrations in a Mindlin-type beam is considered. Wellposedn...
The active vibration attenuation of linearly elastic structures modeled by the finite element method...
AbstractThe optimal control of a distributed system consisting of two Euler–Bernoulli beams coupled ...
Abstract: Euler–Bernoulli beams are distributed parameter systems that are governed by a non-linear ...
The problem of determining the optimum shape of a homogeneous Euler-Bernoulli beam of a circular cro...
AbstractOptimal control theory is formulated and applied to damp out the vibrations of micro-beams w...
This paper investigates the vibration control of an Euler-Bernoulli Beam with nonlinear backlash inp...
This paper presents the vibrations suppression of a thermoelastic beam subject to sudden heat input ...
In the present paper the Green's function is utilized to provide a simple, exact and direct analytic...
A governing equation of motion for three layer sandwiched beams is derived. The three layer sandwich...