Add to ORKGAbstract – This work presents a computer-based analysis of semi-rigid steel frames. The geometric nonlinearity of the structure and the material nonlinearity of the connections are considered in the analysis. The critical load has been searched as a suitable load parameter for the loss of stability of the system. Several examples are presented to demonstrate the validity of the analysis procedure
This paper presents a method for nonlinear dynamic analysis of frames with material and geometric no...
In order to accurately estimate the second-order effects on the behavior of steel frames with semi-r...
This paper explains the mathematical foundations of a method for modelling semi-rigid unions. The un...
This work presents a computer-based analysis of semi-rigid steel frames. The geometric nonlinearity ...
A large number of studies have been carried out to incorporate the nonlinear representation of conne...
It is well known that the behaviour of steel structures is highly influenced by the way in which the...
In the steel frames, beam-column connections are traditionally assumed to be rigid or pinned, but in...
In this paper, various methods of linear and nonlinear stability analysis of simple steel frames are...
This paper presents nonlinear elastic dynamic analysis of 3-D semi-rigid steel frames including geom...
This paper presents the fundamentals for prediction of a more realistic behavior of planar steel fra...
Performance-based design for a constructional steel frame in nonlinear-plastic region requires an im...
Results obtained through theoretical and empirical studies which examined the nonlinear behaviour of...
To obtain an accurate insight into the behavior of the most realistic steel frames, joint flexibilit...
This work discusses numerical and computational strategies for nonlinear analysis of frames with sem...
In this study a nonlinear dynamic analysis computer program for planar steel frames with semi-rigid ...
This paper presents a method for nonlinear dynamic analysis of frames with material and geometric no...
In order to accurately estimate the second-order effects on the behavior of steel frames with semi-r...
This paper explains the mathematical foundations of a method for modelling semi-rigid unions. The un...
This work presents a computer-based analysis of semi-rigid steel frames. The geometric nonlinearity ...
A large number of studies have been carried out to incorporate the nonlinear representation of conne...
It is well known that the behaviour of steel structures is highly influenced by the way in which the...
In the steel frames, beam-column connections are traditionally assumed to be rigid or pinned, but in...
In this paper, various methods of linear and nonlinear stability analysis of simple steel frames are...
This paper presents nonlinear elastic dynamic analysis of 3-D semi-rigid steel frames including geom...
This paper presents the fundamentals for prediction of a more realistic behavior of planar steel fra...
Performance-based design for a constructional steel frame in nonlinear-plastic region requires an im...
Results obtained through theoretical and empirical studies which examined the nonlinear behaviour of...
To obtain an accurate insight into the behavior of the most realistic steel frames, joint flexibilit...
This work discusses numerical and computational strategies for nonlinear analysis of frames with sem...
In this study a nonlinear dynamic analysis computer program for planar steel frames with semi-rigid ...
This paper presents a method for nonlinear dynamic analysis of frames with material and geometric no...
In order to accurately estimate the second-order effects on the behavior of steel frames with semi-r...
This paper explains the mathematical foundations of a method for modelling semi-rigid unions. The un...