Add to ORKGA reliability-based calibration of partial safety factors for the design of concrete structures reinforced with fiber reinforced polymer (FRP) bars was applied to assess the reliability levels of the Italian provisions CNR DT 203/2006
When assessing existing structures, the availability of adequate safety factors, calibrated with the...
Due to the uncertainties raised by model error, materials (e.g., concrete, fiber reinforced polymer ...
One of the most common building materials is concrete and it has been for a long time. To overcome i...
A reliability-based calibration of partial safety factors for the design of concrete structures rein...
The strength reduction factors (ϕ) adopted by ACI-440.1R-15 standard code for the flexure design of ...
In four studies, the live load factors for the design of reinforced concrete (RC) structures, and th...
By employing the concept of reliability index, an interim index of "comparative reliability" is prop...
In the last decades, codes have implemented the load-resistance factor design (LRFD) approach to ach...
Supplementary Data used for calibrating the partial safety factor for shear design of FRC members wi...
Fibre reinforced concrete (FRC) is increasingly used for structural purposes owing to its many benef...
The continuous deterioration and/or damages caused in concrete structures during their lifetime have...
In the last few years, research on techniques that permit the reduction or even the complete elimina...
Abstract This paper presents a study about safety of reinforced concrete beams subjected to bending ...
Concerning the strengthening in bending of reinforced concrete bridge decks, the use of fiber reinfo...
Fiber-reinforced polymer (FRP) bars have been successfully used in concrete structures during the la...
When assessing existing structures, the availability of adequate safety factors, calibrated with the...
Due to the uncertainties raised by model error, materials (e.g., concrete, fiber reinforced polymer ...
One of the most common building materials is concrete and it has been for a long time. To overcome i...
A reliability-based calibration of partial safety factors for the design of concrete structures rein...
The strength reduction factors (ϕ) adopted by ACI-440.1R-15 standard code for the flexure design of ...
In four studies, the live load factors for the design of reinforced concrete (RC) structures, and th...
By employing the concept of reliability index, an interim index of "comparative reliability" is prop...
In the last decades, codes have implemented the load-resistance factor design (LRFD) approach to ach...
Supplementary Data used for calibrating the partial safety factor for shear design of FRC members wi...
Fibre reinforced concrete (FRC) is increasingly used for structural purposes owing to its many benef...
The continuous deterioration and/or damages caused in concrete structures during their lifetime have...
In the last few years, research on techniques that permit the reduction or even the complete elimina...
Abstract This paper presents a study about safety of reinforced concrete beams subjected to bending ...
Concerning the strengthening in bending of reinforced concrete bridge decks, the use of fiber reinfo...
Fiber-reinforced polymer (FRP) bars have been successfully used in concrete structures during the la...
When assessing existing structures, the availability of adequate safety factors, calibrated with the...
Due to the uncertainties raised by model error, materials (e.g., concrete, fiber reinforced polymer ...
One of the most common building materials is concrete and it has been for a long time. To overcome i...