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Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil
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.
Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil
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.
Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil
Advanced Materials Research ; 1106 ; 187-190
2015-06-01
4 pages
Article (Journal)
Electronic Resource
English
Cable Stayed Bridge Avenida Prudente de Morais, Natal, Brazil
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