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The behavior of the cable can thus be deduced from the tension torsion coupling behavior of its constituents.
In this paper, a one-dimensional computational fluid dynamics (CFD) analysis is carried out to simulate the transient thermal behavior of the cable.
By modeling the contact conditions between the strands and the core, with certain assumptions, it is possible to describe the behavior of the cable section as a function of the degrees of freedom of the core.
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A finite element boundary element (FE BE) method is applied to describe the electromagnetic behavior of the cable-enwrapping shield.
The results show that the cables and wind bracing have a significant influence on the mechanical behavior of the cable-arch bridge.
The results, which are validated by commercial finite element software, demonstrate some complex classical resonance behavior of the cable-stayed bridge.
An oscillating model of CDPRs able to capture the dynamic behavior of the cables is derived using Lagrangian approach in conjunction with the Dynamic Stiffness Matrix method.
To study the effects of soil-foundation-structure interaction on the seismic behavior of the cable-stayed bridge towers, two different approaches for soil-foundation-interaction modeling (nonlinear Winkler model and linear lumped-parameter model) are considered.
It is difficult to obtain the mechanical behavior of the gliding cable elements in engineering structures only by using traditional analytical method because of cable gliding during the loading process.
This paper presents an experimental investigation on the transverse impact behavior of the CFRP cable system.
Firstly, the different dynamical behavior of the nonlinear cable model based on the FitzHugh Nagumo model responding to the various external electrical simulations (EES) is studied.
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