Add to ORKGA coupled, linearized, flexural two degree-of-freedom model, describing a flexible structure subject to galloping, is analyzed. The results obtained through a perturbative technique show that the proposed method furnishes the classical solution of one degree-of-freedom model when a sufficient modal detuning exists, while various situations can occur near the perfect tuning
This work presents an empirical model capable to describe the galloping bifurcation behaviour of a b...
A nonlinear two degree-of-freedom model, describing a flexible elastic suspended cable undergoing ga...
The aerodynamic instability of a suspended cable is studied by means of a reduced 2 d.o.f. planar mo...
A linearized coupled flexural two degree-of-freedom model, describing a lumped parameter system subj...
The galloping response of a two-degree-of-freedom system is investigated using asymptotic techniques...
A coupled, nonlinear, flexural two degree-of-freedom model, describing a perfectly flexible elastic ...
The linear galloping of prismatic structures having double-symmetric cross-section, subjected to ste...
The aeroelastic instability in quasi-steady regime (called \u201cgalloping\u201d in technical langua...
A global stability and bifurcation analysis of the transverse galloping of a square section beam in ...
This paper gives an overview of wind-induced galloping phenomena, describing its manifold features a...
The aeroelastic stability of horizontal, suspended, shallow, iced cables is studied via a continuum ...
Classical quasi-steady galloping analysis deals exclusively with cases of across-wind vibrations, le...
This paper presents an analysis of the aeroelastic galloping of an elastically mounted square cross ...
peer reviewedThe phenomenon of aeroelastic galloping is a very important design consideration for br...
The use of viscous dampers to mitigate cable vibrations on cable-stayed bridges is very popular. A v...
This work presents an empirical model capable to describe the galloping bifurcation behaviour of a b...
A nonlinear two degree-of-freedom model, describing a flexible elastic suspended cable undergoing ga...
The aerodynamic instability of a suspended cable is studied by means of a reduced 2 d.o.f. planar mo...
A linearized coupled flexural two degree-of-freedom model, describing a lumped parameter system subj...
The galloping response of a two-degree-of-freedom system is investigated using asymptotic techniques...
A coupled, nonlinear, flexural two degree-of-freedom model, describing a perfectly flexible elastic ...
The linear galloping of prismatic structures having double-symmetric cross-section, subjected to ste...
The aeroelastic instability in quasi-steady regime (called \u201cgalloping\u201d in technical langua...
A global stability and bifurcation analysis of the transverse galloping of a square section beam in ...
This paper gives an overview of wind-induced galloping phenomena, describing its manifold features a...
The aeroelastic stability of horizontal, suspended, shallow, iced cables is studied via a continuum ...
Classical quasi-steady galloping analysis deals exclusively with cases of across-wind vibrations, le...
This paper presents an analysis of the aeroelastic galloping of an elastically mounted square cross ...
peer reviewedThe phenomenon of aeroelastic galloping is a very important design consideration for br...
The use of viscous dampers to mitigate cable vibrations on cable-stayed bridges is very popular. A v...
This work presents an empirical model capable to describe the galloping bifurcation behaviour of a b...
A nonlinear two degree-of-freedom model, describing a flexible elastic suspended cable undergoing ga...
The aerodynamic instability of a suspended cable is studied by means of a reduced 2 d.o.f. planar mo...