Behaviour and Strength of Steel Frames with Semi-Rigid Connectionsby C. Poggi, Politecnico di Milano, Milan, Italy, Politecnico di Milano, Milan, Italy,
R. Zandonini, Politecnico di Milano, Milan, Italy, Politecnico di Milano, Milan, Italy,
Document Type: Proceeding Paper
Part of: Connection Flexibility and Steel Frames
Abstract: A research study was started at the Politecnico of Milan (Italy) to investigate the influence of the main governing parameters on the behaviour and strength of flexible frames. A sophisticated numerical procedure for the analysis of such a category of frames was developed. The paper intends to present, the very first results obtained, related to single story portal frames. The main problem discussed is the effect of the accuracy of the prediction and modelling of the joint constitutive law. The influence of different design criteria is also examined.
Subject Headings: Structural behavior | Steel frames | Connections (structural) | Strength of materials | Rigid frames | Structural strength | Steel structures | Elastic analysis | Model accuracy | Numerical analysis | Italy | Europe
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