Based on the existing method, a one time jacking cable method is proposed in this paper, which could significantly shorten the construction time.

The successful control of the arch axis proves that invariable cable method is effective in hoisting CFST arch ribs into arch bridge with proper camber.

Jack cable inclined pullingand buckling method is adopted for the construction of most CFST arch bridges, which is rapidly developed into invariable cable method method later.

The Application of Limit Length of Cable Method in Long-Span Concrete Filled Steel Tubular Arch Bridge s Rib Assembling;

The arch ring is constructed by hang-basket,and the cables are pulled to control the line shape of the naked arch at the same time.

This paper introduces the measurement principle of a cable tention under random excitation,and discusses respectively the natural frequency identification methods for a cable in the frequency domain and the time domain,as well as other problems about the measurement technique.

This paper gives out a formula for calculation cable force according to concept Zero Moment,and discussing cable optimum point,the relation to cable force,cable point,tower height and tower distance.

Based on the existing algorithm and through ascertaining the influence matrix of the tensile force in the construction of oblique pulling rope,the optimized stayed-buckle cable force is calculated at each stage of archrib hoisting phase of a model bridge during construction and the designed requirement is fulfilled through empty steel tube in falling state.