The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of structural design", provides alternative design procedures, for which national choice is allowed. One of the most important questions concerns three fundamental combinations of actions for persistent and transient design situations in the Ultimate limit states. Simple examples of reinforced concrete elements show, that the alternative load combinations may lead to considerably different reliability levels. Probabilistic methods of structural reliability theory are used to identify characteristic features of each combination and to formulate recommendations. However, further calibration studies are urgently needed in order to prepare National a...
An application of concrete members of annular cross sections reinforced by steel bars uniformly dist...
Abstract: The paper analyzes the reliability consequences of the fact that the current design codes ...
The strength of reinforced concrete depends on the member dimensions and material properties. The pr...
The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of s...
The article presents the results of reliability analysis of reinforced concrete structures designed ...
Eurocod PN-EN 1990 „The basis for structural design” includes general principles for the differentia...
The EN Eurocodes are a collection of 10 European Standards, EN 1990 - EN 1999 (CEN, 2002), providing...
The reliability level of reinforced concrete structures, designed according to current non-linear de...
In Eurocode EN1990 action effects in persistent and transient design situations for ULS checks are d...
The article presents the results of reliability analysis of reinforced concrete structures designed ...
Four different limit states formats for the fatigue design of reinforced concrete and prestressed co...
The limit-state design approach, currently used in codified design of concrete structures reinforced...
The possibilities of using methods of a reliability theory are considered from the point of view of ...
Methods of probanbility design and statistical control of reinforced concrete and composite structur...
The current study aims to investigate the reliability for serviceability design for flexural members...
An application of concrete members of annular cross sections reinforced by steel bars uniformly dist...
Abstract: The paper analyzes the reliability consequences of the fact that the current design codes ...
The strength of reinforced concrete depends on the member dimensions and material properties. The pr...
The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of s...
The article presents the results of reliability analysis of reinforced concrete structures designed ...
Eurocod PN-EN 1990 „The basis for structural design” includes general principles for the differentia...
The EN Eurocodes are a collection of 10 European Standards, EN 1990 - EN 1999 (CEN, 2002), providing...
The reliability level of reinforced concrete structures, designed according to current non-linear de...
In Eurocode EN1990 action effects in persistent and transient design situations for ULS checks are d...
The article presents the results of reliability analysis of reinforced concrete structures designed ...
Four different limit states formats for the fatigue design of reinforced concrete and prestressed co...
The limit-state design approach, currently used in codified design of concrete structures reinforced...
The possibilities of using methods of a reliability theory are considered from the point of view of ...
Methods of probanbility design and statistical control of reinforced concrete and composite structur...
The current study aims to investigate the reliability for serviceability design for flexural members...
An application of concrete members of annular cross sections reinforced by steel bars uniformly dist...
Abstract: The paper analyzes the reliability consequences of the fact that the current design codes ...
The strength of reinforced concrete depends on the member dimensions and material properties. The pr...