Add to ORKGUsing classical formulation of stiffness method, impact of semi-rigid connections on the stresses and strains can be analyzed by the degree of rigidity or by rotational stiffness of connections. In this paper, functional dependence between the degree of rigidity and rotational stiffness of connections is formulated and the comparative analysis of these two approaches in the analysis of semi-rigid connections behavior of members in real structures, is implemented
The thesis examines the behaviour of end-plate connections and the related topic of analysis of unb...
In conventional design and analysis, the common assumption is that connections of steel frames are f...
In the classical analysis and design of slender frame structures, it is normally assumed that the co...
In this research, the component method implementation for determination of the rotational stiffness ...
In this paper, original extension of classic deformation method for global elastic analysis of steel...
In the conventional structural analysis of frames, it is assumed that beam-to-column connections beh...
The paper deals with the analysis of the rotational stiffness of a semirigid connection created from...
The use of timber in rigid frames has been hampered by the debate surrounding the rigidity of the mo...
The paper presents the basic theory and corresponding equations for calculation of the static influe...
This dissertation examines the behaviour of semi-rigid joints and its purpose is twofold: it intends...
peer reviewedThis paper addresses the analysis of planar frames with stiff semirigid joints. If they...
This paper explains the mathematical foundations of a method for modelling semi-rigid unions. The un...
In the structural analysis of steel frames, joints are generally considered as rigid or hinged consi...
The current study attempts to recognise an adequate classification for a semi-rigid beam-to-column c...
The structural members of steel frames are jointed by connections. These connections are neither rig...
The thesis examines the behaviour of end-plate connections and the related topic of analysis of unb...
In conventional design and analysis, the common assumption is that connections of steel frames are f...
In the classical analysis and design of slender frame structures, it is normally assumed that the co...
In this research, the component method implementation for determination of the rotational stiffness ...
In this paper, original extension of classic deformation method for global elastic analysis of steel...
In the conventional structural analysis of frames, it is assumed that beam-to-column connections beh...
The paper deals with the analysis of the rotational stiffness of a semirigid connection created from...
The use of timber in rigid frames has been hampered by the debate surrounding the rigidity of the mo...
The paper presents the basic theory and corresponding equations for calculation of the static influe...
This dissertation examines the behaviour of semi-rigid joints and its purpose is twofold: it intends...
peer reviewedThis paper addresses the analysis of planar frames with stiff semirigid joints. If they...
This paper explains the mathematical foundations of a method for modelling semi-rigid unions. The un...
In the structural analysis of steel frames, joints are generally considered as rigid or hinged consi...
The current study attempts to recognise an adequate classification for a semi-rigid beam-to-column c...
The structural members of steel frames are jointed by connections. These connections are neither rig...
The thesis examines the behaviour of end-plate connections and the related topic of analysis of unb...
In conventional design and analysis, the common assumption is that connections of steel frames are f...
In the classical analysis and design of slender frame structures, it is normally assumed that the co...