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1.	Original version of the author's contribution as presented on CD, section: .: PDF INCREMENTAL DYNAMIC ANALYSIS OF FIRE-EXPOSED BASE-ISOLATED R.C. FRAMED BUILDINGS SUBJECTED TO NEAR-FAULT GROUND MOTIONS Mazza, Fabio ; Alesina, Fabio It is well known that near-fault ground motions are characterized by long-duration horizontal pulses, which can become critical for base-isolated reinforced concrete (r.c [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: [RS18] Seismic isolation .: PDF RESIDUAL LOAD CAPACITY OF FIRE-DAMAGED RUBBER BEARINGS FOR R.C. BASE-ISOLATED BUILDINGS SUBJECTED TO NEAR-FAULT EARTHQUAKES Mazza, Fabio ; Alesina, Fabio A base-isolation system of framed buildings frequently involves elastomeric materials (e.g. High-Damping-Laminated-Rubber Bearings, HDLRBs, and Lead-Rubber Bearings, LRBs [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 422.: PDF Effects of Fire-Damage on the Nonlinear Response of R.C. Base-Isolated Buildings Under Near-Fault Earthquakes Mazza, Fabio ; Alesina, Fabio The increase in the deformability of a fire-damaged base-isolated building may lead to an amplification in the structural response under the long-duration horizontal puls [...] Detailed record - Similar records

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