Add to ORKGA method of integrating of a differential equation of the bended axis of a beam subjected to uniformly distributed load is presented in the paper. The universal equations of deformation of bending are obtained without introduction of any additional conditions and limitations. These equations coincide with the known equations of a method of initial parameters
In this paper, the dynamic response of a non-uniform beam subjected to uniformly distributed moving ...
We analyzed the large deflections of a uniform cantilever beam under the action of a combined load c...
A torsion differential equation previously used for analysing the elastic lateral buckling of simply...
The finite difference equations of the successive approximation method (SAM) which substitute the di...
The finite difference equations of the successive approximation method (SAM) which substitute the di...
This bachelor thesis deals with the deformation of a beam loaded with a basic bend using the differe...
Large deflections of simply supported beams have been studied when the trans verse loading consists ...
In the paper, theoretical knowledge about base solution of common differential equations with variab...
In this paper the analysis for the anticlastic bending under constant curvature of nonlinear solids ...
A static and dynamic large deformation analysis of a tapered beam subjected to concentrated and dist...
The article shows the synthesis of the differential equation of axis of the compressed-bent bar for ...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
This thesis has two theoretical parts and one part for results. The first part is a strict one. In...
The transfer matrix method based on the Euler-Bernoulli beam theory is employed in order to original...
AbstractA beam resting on spatially fixed supports may slide relatively to these as soon as external...
In this paper, the dynamic response of a non-uniform beam subjected to uniformly distributed moving ...
We analyzed the large deflections of a uniform cantilever beam under the action of a combined load c...
A torsion differential equation previously used for analysing the elastic lateral buckling of simply...
The finite difference equations of the successive approximation method (SAM) which substitute the di...
The finite difference equations of the successive approximation method (SAM) which substitute the di...
This bachelor thesis deals with the deformation of a beam loaded with a basic bend using the differe...
Large deflections of simply supported beams have been studied when the trans verse loading consists ...
In the paper, theoretical knowledge about base solution of common differential equations with variab...
In this paper the analysis for the anticlastic bending under constant curvature of nonlinear solids ...
A static and dynamic large deformation analysis of a tapered beam subjected to concentrated and dist...
The article shows the synthesis of the differential equation of axis of the compressed-bent bar for ...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
This thesis has two theoretical parts and one part for results. The first part is a strict one. In...
The transfer matrix method based on the Euler-Bernoulli beam theory is employed in order to original...
AbstractA beam resting on spatially fixed supports may slide relatively to these as soon as external...
In this paper, the dynamic response of a non-uniform beam subjected to uniformly distributed moving ...
We analyzed the large deflections of a uniform cantilever beam under the action of a combined load c...
A torsion differential equation previously used for analysing the elastic lateral buckling of simply...