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Authors
Dietrich L. Hommel, Carlos A. Prato, Mette Sloth and Michael H. Faber
Abstract
In November 1996 one cable of the bridge across Parana Guazu, Argentina ruptured and as a consequence the bridge was closed. The cable ruptured close to the bottom socket. The remaining part of the ruptured cable showed severe signs of corrosion and fatigue-like ruptures in the wires. The Ministry of Economy - Ministerio de Economia y Obras y Servicios Publicos (MEOSP) - asked COWI to provide assistance with the evaluation of the failure causes as well as with the identification of re-qualification measures allowing for the continued use of the structures. The re-qualification of the bridges has been carried out in three steps; emergency assistance, formulation of a LRFD (load and resistance factor design) based rehabilitation design basis and the rehabilitation design. The present paper aims to present the overall probability-based approach for the assessment and rehabilitation design of the Zarato-Brazo Largo Bridges. design basis and therehabilitation design. The present paper aims to present the overall probability-based approach for the assessment and rehabilitation design of the Zarato-Brazo Largo Bridges.
Published in/by
Proceedings IABMAS'04, 2nd International Conference on Bridge Maintenance, Safety and Management, Kyoto, Japan, October 18-22, 2004.
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