Reliability of RC precast joint
In the first part of the work given the theoretical basis and review the status of procedures for the approximate analysis of reliability. Furthermore, in the paper was presented continuation of research of prefabricated connection of prefabricated plate and monolithic wall, performed in the period 2004th-2008th years, which were carried out with the aim of defining the work mechanism of such connections. Research results and recommendations of authors who have conducted similar studies were used to analyze the reliability of the obtained results. For analysis of the prefabricated connection of prefabricated plate and monolithic wall was used Point Estimated Method. Based on the analysis in the conclusions are given recommendations for the analysis of similar connections in civil engineering science and practice.