Over the last few years various investigations related to the development of finite element formulations for semi-rigid steel portal frame design including the geometric non-linear response have been produced. On the other hand, it is suggested that, for a more precise semi-rigid connection modelling, the axial and shear force effects should be incorporated to the usual bending deformations. These facts motivated the conception and development of a joint finite element that could accurately represent these effects as well as contemplated a possible interaction amongst these stiffness components. This element also enables joint elasto-plastic analysis to be performed based on their associated moment versus rotation curves. Consequently, the ...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
This paper describes a quasi-static finite element analysis, which uses the explicit integration met...
A computational finite element model is developed to predict the load-deflection characteristic of p...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
In this paper, a mixed formulation frame finite element with semi-rigid connections is developed. Co...
A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam ele...
A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam ele...
A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam ele...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
This paper describes a quasi-static finite element analysis, which uses the explicit integration met...
A computational finite element model is developed to predict the load-deflection characteristic of p...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the...
In this paper, a mixed formulation frame finite element with semi-rigid connections is developed. Co...
A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam ele...
A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam ele...
A simple linear beam idealization of a cold-formed steel portal frame is presented in which beam ele...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
A general cold-formed steel portal framing system is proposed that uses simple bolted moment connect...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...