This paper aims to investigate the state of the art for the reliability evaluation of reinforced concrete beams in a fire situation. Special emphasis is placed on addressing which parameters were considered probabilistically or deterministically, the prescribed probabilistic models for the assumed stochastic variables, the treatment of the heat transfer mechanism, the quantification of the structural fire performance and the assumed target reliability levels
After a concrete structure has been exposed to fire, a combination of destructive and non-destructiv...
Performance-based design for fire safety has been introduced in several international design framewo...
AbstractThe authors considered one of the most promisingly innovative approaches to the calculation ...
The state-of-the-art for the reliability evaluation of reinforced concrete beams in a fire situation...
In this paper a simple computational tool is presented, which provides insight in the time and tempe...
When a structure has been exposed to fire, a decision has to be made whether the structure should be...
A procedure for conducting reliability analysis of reinforced concrete beams subjected to a fire loa...
When a concrete structure has been exposed to fire, a decision has to be made whether the structure ...
A simplified full-probabilistic calculation tool is developed which is capable of calculating the be...
During the last ten years a rapid progress has been made in the development of analytical methods fo...
Fire is one of the most severe loading conditions for concrete buildings and infrastructures. While ...
Although several studies are available with respect to the safety level op concrete structures, the ...
We present the application of a simple probabilistic methodology to determine the reliability of a s...
We present the application of a simple probabilistic methodology to determine the reliability of a s...
The design check regarding the fire resistance of concrete slabs can be easily performed using tabul...
After a concrete structure has been exposed to fire, a combination of destructive and non-destructiv...
Performance-based design for fire safety has been introduced in several international design framewo...
AbstractThe authors considered one of the most promisingly innovative approaches to the calculation ...
The state-of-the-art for the reliability evaluation of reinforced concrete beams in a fire situation...
In this paper a simple computational tool is presented, which provides insight in the time and tempe...
When a structure has been exposed to fire, a decision has to be made whether the structure should be...
A procedure for conducting reliability analysis of reinforced concrete beams subjected to a fire loa...
When a concrete structure has been exposed to fire, a decision has to be made whether the structure ...
A simplified full-probabilistic calculation tool is developed which is capable of calculating the be...
During the last ten years a rapid progress has been made in the development of analytical methods fo...
Fire is one of the most severe loading conditions for concrete buildings and infrastructures. While ...
Although several studies are available with respect to the safety level op concrete structures, the ...
We present the application of a simple probabilistic methodology to determine the reliability of a s...
We present the application of a simple probabilistic methodology to determine the reliability of a s...
The design check regarding the fire resistance of concrete slabs can be easily performed using tabul...
After a concrete structure has been exposed to fire, a combination of destructive and non-destructiv...
Performance-based design for fire safety has been introduced in several international design framewo...
AbstractThe authors considered one of the most promisingly innovative approaches to the calculation ...