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Cable Force Optimization Method in Two Stages for Spatial Cables

Applied Mechanics and Materials, 2013
To get the ideal cable forces of the arch bridge with spatial oblique cables,Rigid Support Continuous Beam Method and Rigid Suspender Method are discussed.The results show that the former is unsuitable for the spatial structure with smaller horizontal stiffness,and the latter does not consider the elastic deformations of the cables.An improved cable ...
Hai Xin Huang   +3 more
openaire   +1 more source

Optimum Cable-Force Adjustments in Concrete Cable-Stayed Bridges

Journal of Structural Engineering, 1995
Two kinds of errors are frequently encountered during the construction of cable-stayed bridges: one is force-application error in the jacking cable forces, and the other is geometry error in controlling elevations of the girders. These errors are normally kept within the prescribed tolerances by adjusting cable forces.
A. Kasuga   +3 more
openaire   +1 more source

Rating Independent Cable Circuits in Forced-Ventilated Cable Tunnels

IEEE Transactions on Power Delivery, 2010
Over the last decade, there has been a notable rise in the number of forced ventilated cable tunnel schemes in the U.K., with new construction at transmission and distribution levels. The ability to accurately calculate continuous and emergency circuit ratings for these installations is vital in ensuring that their full operational benefit can be ...
Pilgrim, J.A.   +5 more
openaire   +2 more sources

Research on Force Performance of Cable Breaking on Cable-Stayed Bridges

Applied Mechanics and Materials, 2014
The cable is the important force component of the cable-stayed bridges. The primary damage of cable is the corrosion which cause cable fracture. Local cable breaking lead to bridge force redistribution and have a certain impact to the mechanical characteristics of cable-stayed bridge, which affects the safety of bridge.
Xiao Long Jin, Yan Yang, Kang Qian
openaire   +1 more source

Cable force monitoring and prediction for cable group of long-span cable-supported bridges

Journal of Civil Structural Health Monitoring, 2018
Cable force monitoring is an essential and critical part of structural health monitoring for long-span cable-supported bridges. Considering economical and efficient issues, the accuracy and quality of safety assessment depend considerably on a reasonable cable-monitoring scheme, especially the number and locations of limited sensors.
Jialin Dong, Xin Yan, Shunlong Li
openaire   +1 more source

Calibration of initial cable forces in cable-stayed bridge based on Kriging approach

Finite Elements in Analysis and Design, 2014
Although optimization methods are useful in the preliminary design of cable-stayed bridges for sizing of components and getting optimal bridge configurations, further fine-tuning is invariably conducted in the detailed design thus affecting various sensitive properties such as the deck profile and cable forces. The zero-displacement method that adjusts
ZHANG, J, Au, FTK
openaire   +3 more sources

Contact Forces and Stresses in Cables

1986
Theoretical expressions are presented for the resulting forces in wires and for the contact forces between wires of a complex cross-section cables. Numerical results are presented for a 6x19 IWRC Seale wire rope.
Chi-Hui Chien   +2 more
openaire   +1 more source

Force-closure analysis of 6-DOF cable manipulators with seven or more cables

Robotica, 2009
SUMMARYA cable manipulator controls its end-effector by a number of cables. If the cables can balance any external and inertia wrenches at a certain pose of the end-effector, the cable manipulator is said to have a force-closure at this pose. Since a cable can work only in tension, the force-closure at a specific pose may not exist.
Xiumin Diao, Ou Ma
openaire   +1 more source

Cryostability in force-cooled superconducting cables

IEEE Transactions on Magnetics, 1979
In past experiments with force cooled NbTi cabled conductors we discovered that cryostability was essentially independent of coolant velocity. In order to verify these results we performed experiments using a 3m long cable with a Nb 3 Sn superconductor. The paper presents our new experimental results in comparison with previous data.
M. Hoenig, A. Montgomery, S. Waldman
openaire   +1 more source

Optimization of Cable Force of Extradosed Bridges

Applied Mechanics and Materials, 2014
In order to solve structural optimization problems in the past, it is necessary to integrate structure analysis software and optimization software. Since structural analysis has been the only function considered when developing most of structure analysis software, they suffer from closeness of system.
Chang Huan Kou, Tsung Ta Wu, Pei Yu Lin
openaire   +1 more source

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