Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil

Richard Novak; Petr Kocourek

doi:10.4028/www.scientific.net/AMR.1106.187

Paper Titles

The Effective Cross-Section Thickness and its Effect on Shrinkage
p.168

Developing Fire Resistant Construction for Tunnel Construction Using Lightweight Aggregate Concrete
p.172

Analysis of Secondary Effects and Bond Behavior due Prestressing
p.177

Bridge over Canal Laranjeiras, Laguna, Brazil
p.183

Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil
p.187

Reconstruction of the Reinforced-Concrete Railway Bridge in km 3,668 – Argentinská of the Track Bubeneč – Holešovice in Prague
p.191

Concrete Pavements on Bridges
p.195

Effects of Creep and Shrinkage on an Integrated Arch Structure
p.199

Experimental Verification of Plan Curved Arch Structures
p.203

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1106Cable Stayed Bridge Avenida Prudente de Morais,...

Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil

Abstract:

The paper deal with the design and construction of cable stayed bridge in the city Natal in Brazil. The bridge has total length of 280m and consists of two approaches and main cable-stayed part with spans of 2x60m. The cable-stayed part is formed by one pylon with two planes of stays. The superstructure of approaches is formed of precast beams and concrete composite deck. Parapet girder has been used for the superstructure design of cable stayed part. The pylon has a ”V” shape because of the plan curvature of the bridge. Strasky, Husty a partneri company has developed the detailed design of the bridge. The bridge construction has finished in June 2014.