The article describes the methods of calculation of reinforced concrete beams reliability at operation stage by the concrete crack length criterion. The offered methods differ in the fullness of statistical data about controlling parameters in mathematical design model. The numerical examples of reliability calculation are given. The article also illustrates the applica- tion of evidence theory for evaluation of mathematical expected value of reliability in the presence of statistical information in the form of a subset of intervals
This paper describes the reliability assessment of reinforced concrete columns designed according to...
Probabilistic analysis of crack width of a reinforced concrete element is based on the formulas acc...
This paper presents a reliability-based investigation into the ductility requirements of reinforced ...
The mechanical (structural) reliability of a building, safety of people and continuity of the techno...
The article discusses a problem of the crack length influence on the reliability (safety) of reinfor...
This thesis is a study on reliability-based analysis of reinforced concrete beams at the crack contr...
The article describes methods for reliability analysis of reinforced concrete beams with shear crack...
The reliability of a reinforced concrete beam with respect to the limit state of crack width under m...
Experience and analysis presented in submitted thesis show that crack width of reinforced concrete e...
This paper presents a reliability-based approach for the maximum reinforcement ratio of reinforced c...
The possibilities of using methods of a reliability theory are considered from the point of view of ...
This paper presents reliability-based approach for the maximum reinforcement ratio for reinforced co...
This paper presents a reliability-based analysis for reinforced concrete beam sections at their flex...
The reliability and durability of reinforced concrete structures depend on the amount of concrete cr...
Design of reinforced concrete (RC) structures according to traditional method involves several kinds...
This paper describes the reliability assessment of reinforced concrete columns designed according to...
Probabilistic analysis of crack width of a reinforced concrete element is based on the formulas acc...
This paper presents a reliability-based investigation into the ductility requirements of reinforced ...
The mechanical (structural) reliability of a building, safety of people and continuity of the techno...
The article discusses a problem of the crack length influence on the reliability (safety) of reinfor...
This thesis is a study on reliability-based analysis of reinforced concrete beams at the crack contr...
The article describes methods for reliability analysis of reinforced concrete beams with shear crack...
The reliability of a reinforced concrete beam with respect to the limit state of crack width under m...
Experience and analysis presented in submitted thesis show that crack width of reinforced concrete e...
This paper presents a reliability-based approach for the maximum reinforcement ratio of reinforced c...
The possibilities of using methods of a reliability theory are considered from the point of view of ...
This paper presents reliability-based approach for the maximum reinforcement ratio for reinforced co...
This paper presents a reliability-based analysis for reinforced concrete beam sections at their flex...
The reliability and durability of reinforced concrete structures depend on the amount of concrete cr...
Design of reinforced concrete (RC) structures according to traditional method involves several kinds...
This paper describes the reliability assessment of reinforced concrete columns designed according to...
Probabilistic analysis of crack width of a reinforced concrete element is based on the formulas acc...
This paper presents a reliability-based investigation into the ductility requirements of reinforced ...