Add to ORKGA simple approach to calculating natural frequencies of geometrically nonlinear cable structures is presented. The stiffness matrix for a three-dimensional straight element is provided. The justification for the use of a linearized stiffness relationship is shown. Illustrative examples show that this simple element produces results comparable to theoretical and experimental results in the literature
Geometric nonlinear static analysis of structural systems with cable elements is carried out using p...
Cross-ties are used for mitigating stay-cable vibration, induced by wind and wind-rain on cable-stay...
AbstractEstimating cable tension in cable-stayed bridges or in external tendons is essential for reg...
A simple approach to calculating natural frequencies of geometrically nonlinear cable structures is ...
A geometrical non-linear analysis of pre-tensioned cable structures is presented. Fully consistent m...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
A time-frequency identification technique for the non-linear identification of a cable element was p...
For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables...
A geometrically exact formulation of cables suffering axis stretching and flexural curvature is pres...
The analysis of structures which contain catenary cables is made difficult by the non-linear force-d...
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended ca...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A geometrically exact formulation of cables suffering axis stretching and flexural curvature is pres...
Nonlinear vibration of cables in cable-stayed bridges is usually studied by either a divide-and-conq...
Cost-efficient and theoretically simple vibration-based analyses are widely used to assess the axial...
Geometric nonlinear static analysis of structural systems with cable elements is carried out using p...
Cross-ties are used for mitigating stay-cable vibration, induced by wind and wind-rain on cable-stay...
AbstractEstimating cable tension in cable-stayed bridges or in external tendons is essential for reg...
A simple approach to calculating natural frequencies of geometrically nonlinear cable structures is ...
A geometrical non-linear analysis of pre-tensioned cable structures is presented. Fully consistent m...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
A time-frequency identification technique for the non-linear identification of a cable element was p...
For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables...
A geometrically exact formulation of cables suffering axis stretching and flexural curvature is pres...
The analysis of structures which contain catenary cables is made difficult by the non-linear force-d...
This paper reports a systematic investigation on the linear and nonlinear dynamics of a suspended ca...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A geometrically exact formulation of cables suffering axis stretching and flexural curvature is pres...
Nonlinear vibration of cables in cable-stayed bridges is usually studied by either a divide-and-conq...
Cost-efficient and theoretically simple vibration-based analyses are widely used to assess the axial...
Geometric nonlinear static analysis of structural systems with cable elements is carried out using p...
Cross-ties are used for mitigating stay-cable vibration, induced by wind and wind-rain on cable-stay...
AbstractEstimating cable tension in cable-stayed bridges or in external tendons is essential for reg...