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- W95741408 abstract "Predicting the load carrying capacity of concrete bridges often calls for a conservative approach which leads to high costs, especially in the maintenance of existing structures. The need for conservativeness arises not only from natural variations but also from inconsistency of available calculation models and safety formats. This master thesis presents a probabilistic evaluation of analysis methods and safety formats used to establish design shear capacity of reinforced concrete bridge girders. An assessment is made of the relative favorableness of using either the shear analysis procedure described in the European construction code (CEN, 2004) or the sectional analysis tool Response-2000 (Bentz, 2000). The accuracy of the EC2 partial safety factor format is compared to a safety format proposed by Schlune et al. (2010). The performed evaluations are founded on a parametric study of standard beam cross sections and the probabilistic model used in the evaluations is prepared in accordance with the JCSS Probabilistic model code (2001) along with relevant guidance given by the CEN (2002)." @default.
- W95741408 created "2016-06-24" @default.
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- W95741408 date "2011-01-01" @default.
- W95741408 modified "2023-09-26" @default.
- W95741408 title "Safety evaluation of shear capacity of reinforced concrete bridges" @default.
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