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1.	Original version of the author's contribution as presented on USB, paper 478.: PDF Effects of the Vertical Component of Near-Fault Earthquakes on the Nonlinear Response of R.C. Structures Retrofitted By Different Base-Isolation Systems Vulcano, Alfonso ; Mazza, Fabio Reinforced concrete (r.c.) framed buildings designed for vertical loads only or in compliance with inadequate seismic classifications and/or code provisions present in ma [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 476.: PDF Nonlinear Seismic Response of Irregularly Masonry-Infilled R.C. Framed Buildings Retrofitted With Hysteretic Damped Braces Mazza, Mirko ; Mazza, Fabio An irregular in-elevation distribution of the infill walls in a reinforced concrete (r.c.) framed building can produce significant variations in stiffness, strength and m [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 14-0035.: PDF A Numerical Model for the Nonlinear Seismic Analysis of Three-Dimensional R.C. Frames Mazza, Fabio ; Mazza, Mirko A lumped plasticity model for the nonlinear dynamic analysis of three-dimensional reinforced concrete (r.c.) frames subjected to bi-directional ground motion is proposed. [...] Detailed record - Similar records

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