Abstract:
The re-evaluation requirement for existing reinforced concrete structures, considering new regulatory design requirements is an unquestionable reality. For this, computational analysis tools with an emphasis on probabilistic input data have been developed and improved over time. In order to be able to consider more realistic situations, where the structure is collapsed instead of those defined in the original project, following the Ultimate Limit States, refined and complex computer programs are increasingly needed. In this article, a methodology based on the concepts of the Global Resistance Format is presented, as defined in the fib Model Code 2010. The proposed methodology is applied in the re-evaluation of an existing bridge. Bayesian updating of material properties is also applied in computational analysis. Structural analysis programs and reliability analysis are considered in these studies. With the proposed method it is possible to evaluate the need for rehabilitation or not, from the point of view of structural safety, directly depending on the reliability of the structure in view of new regulatory requirements. The gain in computational terms, is to generate the input data update in a more refined way, generating more realistic results
