The Basic Differential Equations of Self-Anchored Cable-Stayed Suspension Bridge

Geometric Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges

Geometric nonlinearity of self-anchored cable-stayed suspension bridges is studied in this paper. The repercussion of shrinkage and creep of concrete, rise-to-span ratio, and girder camber on the system is discussed. A self-anchored cable-stayed suspension bridge with a main span of 800 m is analyzed with linear theory, second-order theory, and nonlinear theory, respectively. In the condition o...

Construction of Nagisa Bridge Hybrid System of Cable-stayed Pc Bridge and Steel Suspension Bridge

Nagisa Bridge, a single span footbridge, was recently completed in Aomori prefecture, Japan. The structure of this bridge is a hybrid structure of cable-stayed prestressed concrete bridge and steel suspension bridge. It is the first application as this structure type of bridge in the world. Concrete girders near pylons are supported by stay cables. Steel girders are supported by suspension cabl...

Conceptual design of cable stayed pedestrian bridge at Taunton , Somerset

This paper intends to describe the conceptual design of a Cable Stayed Bridge at Taunton, Somerset, United Kingdom. The development of the detailed design and the critical issues associated with the aerodynamic effects, fatigue effect on cable stays, layout of cable stays, deck and pylon of the cable stayed bridge have been briefly discussed. The design aimed to meet the Client’s requirement of...

STRUCTURAL ASPECTS OF CABLE-STAYED BRIDGE DESIGN by EDWARD

STRUCTURAL ASPECTS OF CABLE-STAYED BRIDGE DESIGN

Advanced Cable Stayed Bridge Construction Process Analysis with ANSYS