Moment Resistant Connections of Steel Frames in Seismic Areas

This volume results from a European project dealing with the 'reliability of moment resistant connections of steel frames in seismic areas' It is a must have for engineerse who want to be at the cutting edge of design in seismic areas.
The contents of this volume result from a European project dealing with the "Reliability of Moment Resistant Connections of Steel Frames in Seismic Areas" (RECOS), developed between 1997 and 1999 within the INCO-Copernicus joint research projects of the 4th Framework Program. The 30 month project focused on five key areas: analysis and syntheses of research results, including code provisos, in relation with the evidence of the Northridge and Kobe earthquakes; identification and evaluation through experimental means of the structural performance of beam-to-column connections under cyclic loading; setting up of sophisticated models for interpreting the connection response; numerical study on the connection influence on the seismic response of steel buildings; assessment of new criteria for selecting the behaviour factor for different structural schemes and definition of the corresponding range of validity in relation of the connection typologies.