An investigation is made of the static and dynamic response of simple cable systems to applied load. Both the single, suspended cable and the counterstressed double cable system (the cable truss) are treated. More complicated systems, such as cable nets, are not treated. The geometry of the simple cable systems is such that the c able slopes are, and remain, small. For example, the ratio of sag to span of the suspended cable must be about 1:8, or less. Closed form solutions are given to a variety of cable problems which have important applications in practice. The work is divided into two chapters. In the first chapter solutions are given for the response of a single, suspended cable to static loading, and a comprehensive theory is pr...
Cross-ties are employed as passive devices for the mitigation of stay-cable vibrations, exhibited on...
The history of the theory of cable vibrations from the 18th century to the present is reviewed. Basi...
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended ca...
An investigation is made of the static and dynamic response of simple cable systems to applied load....
An investigation is made of the static and dynamic response of simple cable systems to applied load....
A theoretical model is presented which describes the three-dimensional nonlinear motion of a sagged ...
In cable-stayed structures cables are subjected to potential damage, mainly due to fatigue and galva...
In this paper an analysis of the nonlinear static behaviour of cable systems is developed by assumin...
AbstractIn cable-stayed structures cables are subjected to potential damage, mainly due to fatigue a...
The present dissertation focuses on and investigates the behaviour of the structural category referr...
Abstract The cable-suspended bridges differ from the elastic structures because of the inherent nonl...
AbstractCable suspended structures undergo large displacements under loading. The nonlinear response...
A finite difference algorithm is applied to the study of in-plane natural vibrations of an inextensi...
A historical review of the construction and erection of suspension bridges, and of the literature o...
Cross-ties are often employed as passive devices for the mitigation of stay-cable vibrations, which ...
Cross-ties are employed as passive devices for the mitigation of stay-cable vibrations, exhibited on...
The history of the theory of cable vibrations from the 18th century to the present is reviewed. Basi...
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended ca...
An investigation is made of the static and dynamic response of simple cable systems to applied load....
An investigation is made of the static and dynamic response of simple cable systems to applied load....
A theoretical model is presented which describes the three-dimensional nonlinear motion of a sagged ...
In cable-stayed structures cables are subjected to potential damage, mainly due to fatigue and galva...
In this paper an analysis of the nonlinear static behaviour of cable systems is developed by assumin...
AbstractIn cable-stayed structures cables are subjected to potential damage, mainly due to fatigue a...
The present dissertation focuses on and investigates the behaviour of the structural category referr...
Abstract The cable-suspended bridges differ from the elastic structures because of the inherent nonl...
AbstractCable suspended structures undergo large displacements under loading. The nonlinear response...
A finite difference algorithm is applied to the study of in-plane natural vibrations of an inextensi...
A historical review of the construction and erection of suspension bridges, and of the literature o...
Cross-ties are often employed as passive devices for the mitigation of stay-cable vibrations, which ...
Cross-ties are employed as passive devices for the mitigation of stay-cable vibrations, exhibited on...
The history of the theory of cable vibrations from the 18th century to the present is reviewed. Basi...
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended ca...