These measures solved the construction problem which is that large pulling forces is needed in installation of oblique-pulling cables.

Study on the anti-vibration properties of inclined cable induced by wind and rain of Quanzhou Jinjiang Bridge;

The replacement technology of inclined cable of Shimen Bridge of the Jialing River in Chongqing

The influence of bending rigidity on the nonlinear natural frequency of inclined cable is studied.

Internal resonance analysis because of in-plane and out-of-plane coupling effects of the stay cable in the cable-stayed bridge;

Design of MR dampers for open-loop vibration control of stay cables on cable supported structures;

Planar non-linear free vibration analysis of stay cable considering the effects of flexural rigidity;

Study of limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength;

Nonlinear vibration of stay cables under fluctuating wind load and support excitation;

The characteristics of damping distribution for stay cables were investigated based on non-orthogonal viscous damping theory and strain energy proportional damping theory.

A processing fundamental frequency analysis for determining the fundamental frequency of stay cables is proposed.