With the increase of the span and height of modern engineering structures, the design complexity of the cable structure is constantly increasing, whose dynamic problem has become the key to structural design, performance monitoring and maintenance, and vibration control. Therefore, it is necessary to study and develop a new dynamic analysis theory for complex cable system with higher calculation accuracy and efficiency to meet the requirements of exact analysis of engineering structures. In view of this, a novel dynamic analysis method for shallow sagged cable system is proposed in this paper based on the dynamic stiffness method. Since the derivation process is given in analytical form, the calculation accuracy and efficiency are promoted ...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
The nonlinear strain and stress expressions of suspension cable are established from the basic condi...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
The segmented vibration-governed equations and their general solutions for cables acted upon by inte...
The dynamic behavior of an extensible sagging cable is investigated. A dynamic stiffness matrix is p...
The dynamic behavior of an extensible sagging cable is investigated. A dynamic stiffness matrix is p...
For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables...
Suspension bridges and arch bridges are important structural forms of bridges in which the cables ar...
Research on the characteristics of transverse dynamic stiffness of an inclined shallow cable Danhui ...
Research on the characteristics of transverse dynamic stiffness of an inclined shallow cable Danhui ...
viii, 45 leavesIn general the governing equation for cable dynamics is a nonlinear partial different...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
The history of the theory of cable vibrations from the 18th century to the present is reviewed. Basi...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
The nonlinear strain and stress expressions of suspension cable are established from the basic condi...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
The segmented vibration-governed equations and their general solutions for cables acted upon by inte...
The dynamic behavior of an extensible sagging cable is investigated. A dynamic stiffness matrix is p...
The dynamic behavior of an extensible sagging cable is investigated. A dynamic stiffness matrix is p...
For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables...
Suspension bridges and arch bridges are important structural forms of bridges in which the cables ar...
Research on the characteristics of transverse dynamic stiffness of an inclined shallow cable Danhui ...
Research on the characteristics of transverse dynamic stiffness of an inclined shallow cable Danhui ...
viii, 45 leavesIn general the governing equation for cable dynamics is a nonlinear partial different...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, tra...
The history of the theory of cable vibrations from the 18th century to the present is reviewed. Basi...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...
The nonlinear strain and stress expressions of suspension cable are established from the basic condi...
In existing general-purpose softwares using the finite element method, it is difficult to consider t...