Add to ORKGThe finite element model for the nonlinear transverse vibration of the beam was implemented in the program NLB This program was used to calculate the steady state response of the beam. The numerical results from the program were compared to the experimental results obtained by Malatkar (2003). The NLBprogram was also used to calculate the transient response of the beam, which was compared with the response obtained with ANSYS
A beam is an elongated member, usually slender, intended to resist lateral loads by bending (Cook, 1...
A beam is an elongated member, usually slender, intended to resist lateral loads by bending (Cook, 1...
In the current study, real normal mode manifold approach is used to determine the nonlinear normal m...
The finite element model for the nonlinear transverse vibration of the beam was implemented in the p...
The finite element model for the nonlinear transverse vibration of the beam was implemented in the p...
The vibration of a highly flexible cantilever beam is investigated. The order three equations of mo...
This paper is devoted to the study of the time response of the cantilever beam. The experimental res...
This paper is devoted to the study of the time response of the cantilever beam. The experimental res...
ABSTRACT- The dynamic analysis of a beam with multiple degree of freedom (MDOF) are studied in this ...
The objective of this research project is to apply classical linear control system techniques to the...
A literature survey on the field of non-linear vibrations of beams and thin panels has been performe...
The numerical algorithm used to solve the equation of motion for the planar flexural forced vibratio...
Two fundamental challenges in investigation of nonlinear behavior of cantilever beam are the reliabi...
the numerical algorithm used to solve the equation of motion for the planar flexural forced vibratio...
Nonlinear parametric response of a flexible cantilever beam is simulated. In the simulations, latera...
A beam is an elongated member, usually slender, intended to resist lateral loads by bending (Cook, 1...
A beam is an elongated member, usually slender, intended to resist lateral loads by bending (Cook, 1...
In the current study, real normal mode manifold approach is used to determine the nonlinear normal m...
The finite element model for the nonlinear transverse vibration of the beam was implemented in the p...
The finite element model for the nonlinear transverse vibration of the beam was implemented in the p...
The vibration of a highly flexible cantilever beam is investigated. The order three equations of mo...
This paper is devoted to the study of the time response of the cantilever beam. The experimental res...
This paper is devoted to the study of the time response of the cantilever beam. The experimental res...
ABSTRACT- The dynamic analysis of a beam with multiple degree of freedom (MDOF) are studied in this ...
The objective of this research project is to apply classical linear control system techniques to the...
A literature survey on the field of non-linear vibrations of beams and thin panels has been performe...
The numerical algorithm used to solve the equation of motion for the planar flexural forced vibratio...
Two fundamental challenges in investigation of nonlinear behavior of cantilever beam are the reliabi...
the numerical algorithm used to solve the equation of motion for the planar flexural forced vibratio...
Nonlinear parametric response of a flexible cantilever beam is simulated. In the simulations, latera...
A beam is an elongated member, usually slender, intended to resist lateral loads by bending (Cook, 1...
A beam is an elongated member, usually slender, intended to resist lateral loads by bending (Cook, 1...
In the current study, real normal mode manifold approach is used to determine the nonlinear normal m...