Add to ORKGThis paper describes an improved analytical model for predicting the nonlinear response of multistory reinforced concrete frames, based on the concepts of isotropic continuum damage mechanics combined with plasticity theory. A frame member is considered to consist of an elastic beam with two inelastic hinges at its ends, according to the conventional lumped plasticity models. This model uses the conventional plastic damage, adapted to the case of frames
This work investigates the response of two reinforced concrete (RC) plane frames after the loss of a...
This study aims to investigate the capacity of simplified and advanced numerical models to reproduce...
The past several years have witnessed an increase in research on the nonlinear analysis of the struc...
This paper describes an improved analytical model for predicting the nonlinear response of multistor...
Summary. This paper describes an improved analytical model for predicting the nonlinear response of ...
The purpose of this paper is to develop an improved analytical model for predicting the damage respo...
A nonlinear finite element model is proposed in order to analyse reinforced concrete frames. The fin...
The modern structural design approach makes provision for the possibility to completely exploit the ...
Concrete plasticity models for the analysis of reinforced-concrete (RC) members in plane stress are ...
A concrete damage model has been incorporated in finite element code ABAQUS as concrete damaged plas...
The present paper deals with the combination of plasticity and damage applied to modeling of concret...
The past several years have witnessed an increase in research on the nonlinear analysis of the struc...
A mechanical model for the analysis of reinforced concrete frame structures based on the Finite Elem...
A constitutive model based on the combination of damage mechanics and plasticity is developed to ana...
A coupled plastic damage model with two damage scalars is proposed to describe the nonlinear feature...
This work investigates the response of two reinforced concrete (RC) plane frames after the loss of a...
This study aims to investigate the capacity of simplified and advanced numerical models to reproduce...
The past several years have witnessed an increase in research on the nonlinear analysis of the struc...
This paper describes an improved analytical model for predicting the nonlinear response of multistor...
Summary. This paper describes an improved analytical model for predicting the nonlinear response of ...
The purpose of this paper is to develop an improved analytical model for predicting the damage respo...
A nonlinear finite element model is proposed in order to analyse reinforced concrete frames. The fin...
The modern structural design approach makes provision for the possibility to completely exploit the ...
Concrete plasticity models for the analysis of reinforced-concrete (RC) members in plane stress are ...
A concrete damage model has been incorporated in finite element code ABAQUS as concrete damaged plas...
The present paper deals with the combination of plasticity and damage applied to modeling of concret...
The past several years have witnessed an increase in research on the nonlinear analysis of the struc...
A mechanical model for the analysis of reinforced concrete frame structures based on the Finite Elem...
A constitutive model based on the combination of damage mechanics and plasticity is developed to ana...
A coupled plastic damage model with two damage scalars is proposed to describe the nonlinear feature...
This work investigates the response of two reinforced concrete (RC) plane frames after the loss of a...
This study aims to investigate the capacity of simplified and advanced numerical models to reproduce...
The past several years have witnessed an increase in research on the nonlinear analysis of the struc...