In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for steel and composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed
The work presented is aimed at the investigation of the influence of beam-tocolumn connection typolo...
Phenomenological models are often used to model post-elastic behaviour of steel members in the frame...
Phenomenological models are used to simulate post-elastic behaviour of steel beams in the framework ...
In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic re...
In this paper, a hysteretic model with pinching is presented that is able to reproduce realistically...
Composite joints, considering the composite action of steel and concrete, exhibit, in general, high ...
This work presents the implementation and calibration of Modified Richard-Abbott model for cyclic r...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yi...
Accurate response predictions of steel structures subjected to earthquake loading involve the use of...
Accurate response predictions of steel structures subjected to earthquake loading involve the use of...
The present paper presents an evaluation of the influence of joint slippage on the seismic response...
Accurate response predictions of steel structures subjected to earthquake loading involve the use of...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yie...
Concrete filled steel tubular (CFST) column joints with composite beams have been widely used as lat...
Pinching characterizes the hysteretic response of several structural systems. It is associated with ...
The work presented is aimed at the investigation of the influence of beam-tocolumn connection typolo...
Phenomenological models are often used to model post-elastic behaviour of steel members in the frame...
Phenomenological models are used to simulate post-elastic behaviour of steel beams in the framework ...
In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic re...
In this paper, a hysteretic model with pinching is presented that is able to reproduce realistically...
Composite joints, considering the composite action of steel and concrete, exhibit, in general, high ...
This work presents the implementation and calibration of Modified Richard-Abbott model for cyclic r...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yi...
Accurate response predictions of steel structures subjected to earthquake loading involve the use of...
Accurate response predictions of steel structures subjected to earthquake loading involve the use of...
The present paper presents an evaluation of the influence of joint slippage on the seismic response...
Accurate response predictions of steel structures subjected to earthquake loading involve the use of...
Steel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yie...
Concrete filled steel tubular (CFST) column joints with composite beams have been widely used as lat...
Pinching characterizes the hysteretic response of several structural systems. It is associated with ...
The work presented is aimed at the investigation of the influence of beam-tocolumn connection typolo...
Phenomenological models are often used to model post-elastic behaviour of steel members in the frame...
Phenomenological models are used to simulate post-elastic behaviour of steel beams in the framework ...