Predicting the behavior of plastic hinges subjected to large inelastic deformations caused by extreme loads such as earthquakes plays an important role in assessing maximum stable deformation capacities of framed concrete structures. This paper presents an analytical procedure for analysing the behaviour of a reinforced concrete section under bending in the post-yield range. The following stages of section behaviour are defined as the uncracked; first cracked; yielding; cover crushing; cover spalling; buckling of bars; and limit stages. The relationship between the moment and curvature in these stages, including the effects of concrete confinement, the spalling of the concrete cover, and the inelastic buckling of the reinforced bars, are co...
This thesis investigates aspects of the behaviour of reinforced concrete frame-wall components and a...
Elongation in reinforced concrete members can have detrimental effect on the seismic performance of ...
This paper discusses a choice of the most rational reinforcement details for frame corners subjected...
Predicting the behaviour of plastic hinges subjected to large inelastic deformations caused by extre...
The design of reinforced concrete buildings must satisfy the serviceability stiffness criteria in te...
The deformation analysis of cracked reinforced concrete (RC) members is not straightforward and ofte...
Adetailed tie model of cracking is proposed. The model is dedicated to both semi-massive RC (reinfor...
In this work the structural dependence of plastic rotation capacity in RC beams is evaluated using t...
The purpose of this paper is to develop an improved analytical model for predicting the damage respo...
Recently, a computational methodology based on a sequential multiscale approach, which facilitates n...
This paper proposes an analysis procedure able to determine the flexural response of rectangular sym...
Palancı, Mehmet (Arel Author)Seismic assessment of reinforced concrete (RC) structures requires the ...
An analysis of the dynamic load - carrying capacity of rectangular reinforced concrete deep beam con...
W artykule przedstawiono propozycję obliczania przemieszczenia w zginanych elementach żelbetowych, k...
Summary In this work the structural dependence of plastic rotation capacity in RC beams is evaluated...
This thesis investigates aspects of the behaviour of reinforced concrete frame-wall components and a...
Elongation in reinforced concrete members can have detrimental effect on the seismic performance of ...
This paper discusses a choice of the most rational reinforcement details for frame corners subjected...
Predicting the behaviour of plastic hinges subjected to large inelastic deformations caused by extre...
The design of reinforced concrete buildings must satisfy the serviceability stiffness criteria in te...
The deformation analysis of cracked reinforced concrete (RC) members is not straightforward and ofte...
Adetailed tie model of cracking is proposed. The model is dedicated to both semi-massive RC (reinfor...
In this work the structural dependence of plastic rotation capacity in RC beams is evaluated using t...
The purpose of this paper is to develop an improved analytical model for predicting the damage respo...
Recently, a computational methodology based on a sequential multiscale approach, which facilitates n...
This paper proposes an analysis procedure able to determine the flexural response of rectangular sym...
Palancı, Mehmet (Arel Author)Seismic assessment of reinforced concrete (RC) structures requires the ...
An analysis of the dynamic load - carrying capacity of rectangular reinforced concrete deep beam con...
W artykule przedstawiono propozycję obliczania przemieszczenia w zginanych elementach żelbetowych, k...
Summary In this work the structural dependence of plastic rotation capacity in RC beams is evaluated...
This thesis investigates aspects of the behaviour of reinforced concrete frame-wall components and a...
Elongation in reinforced concrete members can have detrimental effect on the seismic performance of ...
This paper discusses a choice of the most rational reinforcement details for frame corners subjected...