Affiliation:
1. Department of Reinforced Concrete Structures and Geotechnics, Vilnius Gediminas Technical University, Vilnius, Lithuania
Abstract
The paper deals with the singularities of the design of deep beams without shear reinforcement according to
different design codes, namely, STR 2.05.05:2005, EC2, EC2-SMM and ACI-318. The comparative analysis of calculation
models, experimental verification, accuracy of models and the ranking of models according to the Modified Demerit
Points Classification (MDP) method are presented. The results shown that despite the systematic error of the
STR 2.05.05:2005 method is closest to 1 if compared to the other methods, it is classified as dangerous one according
to the MDP ranking.
Publisher
Vilnius Gediminas Technical University
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