An unexpected brittle failure of connections and of members occurred during the last earthquakes of Northridge and Kobe. This prompted the European Union sponsored research project, INCO-Copernicus to investigate "Moment Resistant Connections of Steel Frames in" "Seismic Areas." This book, the published results of the project is a must have for engineers who want to be at the cutting edge of design in seismic areas.
An unexpected brittle failure of connections and of members occurred during the last earthquakes of Northridge and Kobe. This prompted the European Union sponsored research project, INCO-Copernicus to investigate "Moment Resistant Connections of Steel Frames in" "Seismic Areas." This book, the published results of the project is a must have for engineers who want to be at the cutting edge of design in seismic areas.
Federico Mazzolani is Emeritus professor at Department of Structures for Engineering and Architecture, University of Naples.
Inhaltsangabe
1. Seismic Input and Codification 2. Ductility of Members and Connections 3. Cyclic Behaviour of Beam to Column Bare Steel Connections 4. Cyclic Behaviour of Beam to Column Composite Connections 5. Re-Elaboration of Experimental Results 6. Evaluation of Global Seismic Performance 7. failure Mode and Ductility Demand 8. Design Methodology
1. Seismic Input and Codification 2. Ductility of Members and Connections 3. Cyclic Behaviour of Beam to Column Bare Steel Connections 4. Cyclic Behaviour of Beam to Column Composite Connections 5. Re-Elaboration of Experimental Results 6. Evaluation of Global Seismic Performance 7. failure Mode and Ductility Demand 8. Design Methodology
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