The paper deals with the analysis of cables in stayed bridges and TV-towers, where the excitation is caused by harmonically varying in-plane motions of the upper support point with the amplitude ;. Such cables are characterized by a sag-to-chord-length ratio below 0·02, which means that the lowest circular eigenfrequencies for in-plane and out-of-plane eigenvibrations, ω and ω, are closely separated. The dynamic analysis is performed by a two-degree-of-freedom modal decomposition in the lowest in-plane and out-of-plane eigenmodes. Modal parameters are evaluated based on the eigenmodes for the parabolic approximation to the equilibrium suspension
It is well known that small periodic vibrations of a cable support through its axial direction produ...
The coupled non-linear equations of motion of a sagged cable in its first symmetric mode of in-plane...
Many modern engineering applications can be smartly faced using structural cable elements. From the ...
AbstractCables are often prone to potentially damaging large amplitude vibrations. The dynamic excit...
Linear response of a suspended small-sag cable driven by harmonic end-load are presented. The basic ...
It is known that out-of-plane vibrations of suspended cables are observed under inplane forcing. Thi...
It is known that out-of-plane vibrations of suspended cables are observed under inplane forcing. Thi...
A new method for analyzing nonlinear steady-state dynamic response of three-dimensional sagged stay ...
A finite difference algorithm is applied to the study of in-plane natural vibrations of an inextensi...
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended ca...
AbstractCables are often prone to potentially damaging large amplitude vibrations. The dynamic excit...
The nonlinear characteristics of two-dimensional in-plane free vibration of elastic cables with arbi...
Planar non-linear oscillations of elastic cables under order two and three superharmonic resonance c...
The coupled non-linear equations of motion of a sagged cable in its first symmetric mode of in-plane...
Many modern engineering applications can be smartly faced using structural cable elements. From the ...
It is well known that small periodic vibrations of a cable support through its axial direction produ...
The coupled non-linear equations of motion of a sagged cable in its first symmetric mode of in-plane...
Many modern engineering applications can be smartly faced using structural cable elements. From the ...
AbstractCables are often prone to potentially damaging large amplitude vibrations. The dynamic excit...
Linear response of a suspended small-sag cable driven by harmonic end-load are presented. The basic ...
It is known that out-of-plane vibrations of suspended cables are observed under inplane forcing. Thi...
It is known that out-of-plane vibrations of suspended cables are observed under inplane forcing. Thi...
A new method for analyzing nonlinear steady-state dynamic response of three-dimensional sagged stay ...
A finite difference algorithm is applied to the study of in-plane natural vibrations of an inextensi...
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended ca...
AbstractCables are often prone to potentially damaging large amplitude vibrations. The dynamic excit...
The nonlinear characteristics of two-dimensional in-plane free vibration of elastic cables with arbi...
Planar non-linear oscillations of elastic cables under order two and three superharmonic resonance c...
The coupled non-linear equations of motion of a sagged cable in its first symmetric mode of in-plane...
Many modern engineering applications can be smartly faced using structural cable elements. From the ...
It is well known that small periodic vibrations of a cable support through its axial direction produ...
The coupled non-linear equations of motion of a sagged cable in its first symmetric mode of in-plane...
Many modern engineering applications can be smartly faced using structural cable elements. From the ...