Sentence examples for behavior of the cables from inspiring English sources

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.

A finite element boundary element (FE BE) method is applied to describe the electromagnetic behavior of the cable-enwrapping shield.

The behavior of the cable can thus be deduced from the tension torsion coupling behavior of its constituents.

The results show that the cables and wind bracing have a significant influence on the mechanical behavior of the cable-arch bridge.

In this paper, a one-dimensional computational fluid dynamics (CFD) analysis is carried out to simulate the transient thermal behavior of the cable.

The results, which are validated by commercial finite element software, demonstrate some complex classical resonance behavior of the cable-stayed bridge.

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.

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.

A numerical model for considering the damage and failure behavior on the cable system is proposed, which can be utilized for obtaining the response of hybrid cable-stayed suspension bridges subjected to moving loads.

A functional GFP-Mbl fusion protein was used to examine the behavior of the helical cables formed by Mbl protein in live B. subtilis cells.

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.