Add to ORKGIn existing general-purpose softwares using the finite element method, it is difficult to consider the effect of a sag, support movement and parametric vibrations of the cable, in the vibration analysis and seismic analysis of cable structures, such as suspension bridges and cable-stayed bridges. In this paper, the stiffness matrix considering the geometric stiffness of the cable is derived. Furthermore, the linear and nonlinear vibration analysis of single cables and cable structures are carried out by using the derived stiffness matrix. Accuracy effectiveness of the solution are confirmed
Aeolian vibrations are the major cause for the failure of conductor cables. Using a Stockbridge damp...
A simple approach to calculating natural frequencies of geometrically nonlinear cable structures is ...
The analysis of structures which contain catenary cables is made difficult by the non-linear force-d...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables...
The article determines natural frequencies of vibration and the corresponding mode shapes of a suspe...
Nonlinear vibration of cables in cable-stayed bridges is usually studied by either a divide-and-conq...
An accurate analysis of the natural frequencies and mode shapes of a cable-stayed bridge is fundamen...
The dynamic behavior of an extensible sagging cable is investigated. A dynamic stiffness matrix is p...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A finite difference algorithm is applied to the study of in-plane natural vibrations of an inextensi...
This paper sets forth the linear theory of boundary induced vibration of an extensible, sagging cabl...
The nonlinear strain and stress expressions of suspension cable are established from the basic condi...
AbstractEstimating cable tension in cable-stayed bridges or in external tendons is essential for reg...
Suspension bridges and arch bridges are important structural forms of bridges in which the cables ar...
Aeolian vibrations are the major cause for the failure of conductor cables. Using a Stockbridge damp...
A simple approach to calculating natural frequencies of geometrically nonlinear cable structures is ...
The analysis of structures which contain catenary cables is made difficult by the non-linear force-d...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables...
The article determines natural frequencies of vibration and the corresponding mode shapes of a suspe...
Nonlinear vibration of cables in cable-stayed bridges is usually studied by either a divide-and-conq...
An accurate analysis of the natural frequencies and mode shapes of a cable-stayed bridge is fundamen...
The dynamic behavior of an extensible sagging cable is investigated. A dynamic stiffness matrix is p...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A finite difference algorithm is applied to the study of in-plane natural vibrations of an inextensi...
This paper sets forth the linear theory of boundary induced vibration of an extensible, sagging cabl...
The nonlinear strain and stress expressions of suspension cable are established from the basic condi...
AbstractEstimating cable tension in cable-stayed bridges or in external tendons is essential for reg...
Suspension bridges and arch bridges are important structural forms of bridges in which the cables ar...
Aeolian vibrations are the major cause for the failure of conductor cables. Using a Stockbridge damp...
A simple approach to calculating natural frequencies of geometrically nonlinear cable structures is ...
The analysis of structures which contain catenary cables is made difficult by the non-linear force-d...