Influence of horizontal curvature of prestressing tendon in transverse beams on concrete cable-stayed bridge inclined web;

By construction simulation analysis of main girders of concrete cable-stayed bridges with current temporary fixed constructions,the cause was obtained that cracks often take place in the temporary fixed area of main girders.

Introduced in this paper are the existing status and development of concrete cable-stayed bridges, with analysis of its advantages and economical spans, indicating that with its excellent performance this type of bridge will surely gain further development.

Experiment and submodeling analysis on local stress in main girder of prestressed concrete cable-stayed bridge;

Cantilever-casting control of prestressed concrete cable-stayed bridge;

This paper introduces the development tendency and the present situation for prestressed concrete cable-stayed bridge in the highway of home and abroad and systematically disserts the relevant key construction technique

Using the finite element method,this paper computed and analyzed the stability of cable-stayed concrete filled steel tube arch bridge.

The control of girder geometry and internal forces is very important in the construction of pre-stressed concrete cable-stayed bridges.

Analysis of unsteady temperature gradient and thermal stress field for concrete girder of cable-stayed bridge;

The informations are reference for the design and construction of the similar PC cable-stayed bridge.