Structural behavior of cable-stayed bridges: comparison of alternatives.

Author(s)

Paola Torneri

• Document type: Master's Dissertation
• Press: São Paulo. , gráficos, ilustrações, tabelas.
• Institution: Universidade de São Paulo (USP). Escola Politécnica (EP/BC)
• Defense date: 2002-09-02

Examining board members

Fernando Reboucas Stucchi; Miguel Luiz Bucalem; Bernardo Horowitz

• Advisor: Fernando Reboucas Stucchi
• Field of knowledge: Engineering - Civil Engineering
• Indexed in: Banco de Dados Bibliográficos da USP-DEDALUS; Biblioteca Digital de Teses e Dissertações - USP
• Location: Universidade de São Paulo. Biblioteca Central da Escola Politécnica; EPBC/FD-3175

Abstract

In the last years, the use of cable-stayed bridges has increased a lot and new design concepts have appeared, such as: the development of slender and flexible deck sections, the increase in span length and the application of cable-stayed bridges in multiple spans. It is thus necessary a thorough understanding of the structural behavior of this system. During the design process the most important decisions are usually taken in the initial phases, when the synthesis prevail over the numerical analysis, which requires the understanding of the physical structural behavior in the preliminary design. The design of cable-stayed bridges involves many structural alternatives, for example: it is possible to use one or more cable planes in different arrangements, a wide range of pylons and decks cross sections and different types of external connections. For a given problem, more than one solution can be feasible, however some of them will provide a greater efficiency, from the point of view of material consumption, construction facilities, time of execution and physical behavior of the structure. This study analyzes different structural conceptions with the purpose of helping in the decisions made in the beginning of a cable-stayed bridge structural project. For this, from the preliminary understanding of the physical behavior of different systems, some structural alternatives were defined and a static analysis using finite element models was carried out. The analysis and comparison of results allowed an improved understanding of the problem. Furthermore, some relevant aspects in cable-stayed bridges were studied, such as: the preliminary stay design, the definition of initial prestressing force in the stays, the study of the fatigue behavior of the cables and the development of simple models to simulate the response of the bridge decks and pylons. (AU)