Add to ORKGThe article presents the results of reliability analysis of reinforced concrete structures designed and built in accordance with design codes that are valid in Belarus and Ukraine. It is noted that such structures have different reliability levels as well as failure probabilities. Approaches to assessment loads and actions on structures which are stated in European, Belarusian, former USSR, and Ukrainian standards were analyzed. It is shown that in most cases former USSR and Ukrainian standards do not meet the modern requirements for safety of structures. Additionally the results of reliability-based calibration of partial factors are presented. The calibration resulted in the reduced value of partial factors for permanent loads on precast ...
Design of reinforced concrete (RC) structures according to traditional method involves several kinds...
The Serbian design code for reinforced concrete structures is somewhat out-of-date in its approach t...
The article describes the general problem of safe operation of buildings and structures with the dyn...
The article presents the results of reliability analysis of reinforced concrete structures designed ...
The mechanical (structural) reliability of a building, safety of people and continuity of the techno...
The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of s...
Eurocod PN-EN 1990 „The basis for structural design” includes general principles for the differentia...
The submitted contribution provides background information on the principles accepted in the CEN T...
The possibilities of using methods of a reliability theory are considered from the point of view of ...
reliability-based methodology for the assessment and evaluation of reinforced concrete (R/C) structu...
In this study, a procedure for the determination of new load and resistance factors for reinforced c...
The strength of reinforced concrete depends on the member dimensions and material properties. The pr...
Theory of structural reliability enables comprehensive analysis of structural elements with respect ...
Most of the causes of damage in reinforced concrete constructions happened as a result of the load, ...
Structural Eurocodes introduce an important concept, the “structural reliability”. The Albanian cod...
Design of reinforced concrete (RC) structures according to traditional method involves several kinds...
The Serbian design code for reinforced concrete structures is somewhat out-of-date in its approach t...
The article describes the general problem of safe operation of buildings and structures with the dyn...
The article presents the results of reliability analysis of reinforced concrete structures designed ...
The mechanical (structural) reliability of a building, safety of people and continuity of the techno...
The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of s...
Eurocod PN-EN 1990 „The basis for structural design” includes general principles for the differentia...
The submitted contribution provides background information on the principles accepted in the CEN T...
The possibilities of using methods of a reliability theory are considered from the point of view of ...
reliability-based methodology for the assessment and evaluation of reinforced concrete (R/C) structu...
In this study, a procedure for the determination of new load and resistance factors for reinforced c...
The strength of reinforced concrete depends on the member dimensions and material properties. The pr...
Theory of structural reliability enables comprehensive analysis of structural elements with respect ...
Most of the causes of damage in reinforced concrete constructions happened as a result of the load, ...
Structural Eurocodes introduce an important concept, the “structural reliability”. The Albanian cod...
Design of reinforced concrete (RC) structures according to traditional method involves several kinds...
The Serbian design code for reinforced concrete structures is somewhat out-of-date in its approach t...
The article describes the general problem of safe operation of buildings and structures with the dyn...