Add to ORKGThe present work is devoted to estimate the resistance model uncertainty within plane stress non-linear finite element analyses (NLFEAs) of reinforced concrete structures subjected to cyclic loads. Specifically, various shear walls experimentally tested are considered for the investigation. The comparison between the plane stress NLFE structural model results and the experimental outcomes is carried out considering the possible modelling hypotheses available to describe the mechanical behaviour of reinforced concrete members subjected to cyclic loads. Several NLFE structural models are defined for each experimental test in order to investigate the resistance model uncertainty
Behaviour of reinforced concrete shear walls under cyclic loading is investigated. Results of a para...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
The present work is devoted to estimate the resistance model uncertainty within plane stress non-lin...
The non-linear finite element method allows to perform the prediction of the complex behaviour of re...
The non–linear finite element method allows to perform the prediction of the complex behaviour of r...
This work estimates the partial safety factor corresponding to the resistance model uncertainties in...
This work evaluates the partial safety factor related to the resistance model uncertainties in non-l...
This work is focused on the resistance model uncertainties in non-linear finite element anal-yses (N...
The effects of load histories on reliability analysis using nonlinear finite element analysis (NLFEA...
The semi-probabilistic and probabilistic safety formats for the non-linear finite elements analysis ...
Nonlinear finite element analyses (NLFEA) allow for simulation of the expected real nonlinear struct...
The semi-probabilistic and probabilistic safety formats for the non-linear finite elements analysis ...
Nonlinear Finite Element Analysis (NLFEA) of the inelastic behaviour of RC walls are often carried o...
Nonlinear Finite Element Analysis (NLFEA) of the inelastic behaviour of RC walls are often carried o...
Behaviour of reinforced concrete shear walls under cyclic loading is investigated. Results of a para...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
The present work is devoted to estimate the resistance model uncertainty within plane stress non-lin...
The non-linear finite element method allows to perform the prediction of the complex behaviour of re...
The non–linear finite element method allows to perform the prediction of the complex behaviour of r...
This work estimates the partial safety factor corresponding to the resistance model uncertainties in...
This work evaluates the partial safety factor related to the resistance model uncertainties in non-l...
This work is focused on the resistance model uncertainties in non-linear finite element anal-yses (N...
The effects of load histories on reliability analysis using nonlinear finite element analysis (NLFEA...
The semi-probabilistic and probabilistic safety formats for the non-linear finite elements analysis ...
Nonlinear finite element analyses (NLFEA) allow for simulation of the expected real nonlinear struct...
The semi-probabilistic and probabilistic safety formats for the non-linear finite elements analysis ...
Nonlinear Finite Element Analysis (NLFEA) of the inelastic behaviour of RC walls are often carried o...
Nonlinear Finite Element Analysis (NLFEA) of the inelastic behaviour of RC walls are often carried o...
Behaviour of reinforced concrete shear walls under cyclic loading is investigated. Results of a para...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...