Supplementary Data used for calibrating the partial safety factor for shear design of FRC members without shear reinforcement according to the fib Model Code 2010. Contains the model error calculation based on a database of experimental results. To be expanded in the future with further calculations
Current approaches for estimation of shear capacity of concrete beams reinforced with fiber-reinforc...
To characterize the tensile behavior of Steel Fiber Reinforced Concrete (SFRC), international codes ...
In order to perform a reassessment of existing structures or design new structures in a more efficie...
Fibre reinforced concrete (FRC) is increasingly used for structural purposes owing to its many benef...
This paper presents a reliability-based calibration method for design code formulas. The method is d...
A reliability-based calibration of partial safety factors for the design of concrete structures rein...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
When assessing existing structures, the availability of adequate safety factors, calibrated with the...
In the fib Model Code 2010 (MC2010), new provisions are given for calculating the ultimate limite st...
In recent years, FRP-reinforced bars have been widely used in various structural elements due to the...
In four studies, the live load factors for the design of reinforced concrete (RC) structures, and th...
Model error (or model uncertainty) were probabilistically characterized for modified compression fie...
In the fib Model Code for Concrete Structures 2010, fibre-reinforced concrete (FRC) is recognized as...
A reliability-based investigation into the ductility measures of reinforced concrete (RC) beams desi...
Current approaches for estimation of shear capacity of concrete beams reinforced with fiber-reinforc...
To characterize the tensile behavior of Steel Fiber Reinforced Concrete (SFRC), international codes ...
In order to perform a reassessment of existing structures or design new structures in a more efficie...
Fibre reinforced concrete (FRC) is increasingly used for structural purposes owing to its many benef...
This paper presents a reliability-based calibration method for design code formulas. The method is d...
A reliability-based calibration of partial safety factors for the design of concrete structures rein...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
Fibre-reinforced concrete (FRC) without any traditional reinforcement is used particularly extensive...
When assessing existing structures, the availability of adequate safety factors, calibrated with the...
In the fib Model Code 2010 (MC2010), new provisions are given for calculating the ultimate limite st...
In recent years, FRP-reinforced bars have been widely used in various structural elements due to the...
In four studies, the live load factors for the design of reinforced concrete (RC) structures, and th...
Model error (or model uncertainty) were probabilistically characterized for modified compression fie...
In the fib Model Code for Concrete Structures 2010, fibre-reinforced concrete (FRC) is recognized as...
A reliability-based investigation into the ductility measures of reinforced concrete (RC) beams desi...
Current approaches for estimation of shear capacity of concrete beams reinforced with fiber-reinforc...
To characterize the tensile behavior of Steel Fiber Reinforced Concrete (SFRC), international codes ...
In order to perform a reassessment of existing structures or design new structures in a more efficie...