In the present paper, the interplay between vibration and stability in axially loaded beams and trusses is analyzed through experimental and numerical studies. Firstly, an experimental research on the fundamental frequency evolution in slender beams subjected to imposed axial displacements is presented. Different geometrical imperfections were analyzed, leading to distinguish two different phases in the fundamental frequency vs. axial load curves. We therefore present a multibody dynamic simulation of these experimental tests, showing a good agreement between numerical and experimental results. Lastly, we present results from finite element modeling of elementary space trusses subjected to a dead load, in terms of natural frequencies vs. ...
AbstractStructural decay may be defined as any deviation in a structure's original geometry or mater...
Beams are commonly used in many real-world engineering applications such as bridges, buildings and ...
In this thesis different kinds of stability phenomena are analysed. Firstly the quasi-static behavio...
In the present paper, the interplay between vibration and stability in axially loaded beams and trus...
The influence of applied axial loads on the fundamental vibration frequency is strictly connected wi...
The influence of applied axial loads on the fundamental vibration frequency is strictly connected wi...
Modern lightweight and long-span structures are becoming increasingly slender and flexible thanks to...
The dependence of the fundamental frequency on the axial load in slender beams subject to imposed ax...
The dependence of the fundamental frequency on the axial load in slender beams subject to imposed ax...
The vibration response (natural frequencies and damping) of a post-buckled beam as a result of an ax...
The well-known vibration model of axially moving beam is considered. Both axial moving speed and axi...
A finite element formulation including the effect of shear and rotatory inertia is used to obtain th...
Thesis (Master's)--University of Washington, 2016-12A beam is one of the most fundamental elements i...
Thesis (Master's)--University of Washington, 2016-12A beam is one of the most fundamental elements i...
This paper examines the natural frequencies and modes of transverse vibration of two simple redundan...
AbstractStructural decay may be defined as any deviation in a structure's original geometry or mater...
Beams are commonly used in many real-world engineering applications such as bridges, buildings and ...
In this thesis different kinds of stability phenomena are analysed. Firstly the quasi-static behavio...
In the present paper, the interplay between vibration and stability in axially loaded beams and trus...
The influence of applied axial loads on the fundamental vibration frequency is strictly connected wi...
The influence of applied axial loads on the fundamental vibration frequency is strictly connected wi...
Modern lightweight and long-span structures are becoming increasingly slender and flexible thanks to...
The dependence of the fundamental frequency on the axial load in slender beams subject to imposed ax...
The dependence of the fundamental frequency on the axial load in slender beams subject to imposed ax...
The vibration response (natural frequencies and damping) of a post-buckled beam as a result of an ax...
The well-known vibration model of axially moving beam is considered. Both axial moving speed and axi...
A finite element formulation including the effect of shear and rotatory inertia is used to obtain th...
Thesis (Master's)--University of Washington, 2016-12A beam is one of the most fundamental elements i...
Thesis (Master's)--University of Washington, 2016-12A beam is one of the most fundamental elements i...
This paper examines the natural frequencies and modes of transverse vibration of two simple redundan...
AbstractStructural decay may be defined as any deviation in a structure's original geometry or mater...
Beams are commonly used in many real-world engineering applications such as bridges, buildings and ...
In this thesis different kinds of stability phenomena are analysed. Firstly the quasi-static behavio...