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Seismic performance of a 3D full‐scale high‐ductility steel–concrete composite moment‐resisting structure—Part I: Design and testing procedure
Authors:A Braconi  O S Bursi  G Fabbrocino  W Salvatore  R Tremblay
Institution:1. Corporate Research Policies of Riva Group S.p.A. ILVA Works, Genova, Italy;2. Research Engineer.;3. Department of Structural and Mechanical Engineering, University of Trento, Trento, Italy;4. Professor.;5. Department of SAVA Engineering & Environment Division, University of Molise, Termoli (CB), Italy;6. Associate Professor.;7. Department of Structural Engineering, University of Pisa, Pisa, Italy;8. Assistant Professor.;9. Group for Research in Structural Engineering, Ecole Polytechnique, Montreal, Canada H3C3A7
Abstract:
Keywords:seismic design  ductility  steel–  concrete composite frames  partial‐strength beam‐to‐column joints  composite members  pseudo‐dynamic testing
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