3D nonlinear modeling of an infilled moment-resisting steel frame damaged in the 2016 Central Italy earthquake to assess masonry infill effects and confirm observed damage.
The infill panel on the ground floor is still in the elastic range of the behavior, and the one on the third floor reaches the cracking strength
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Seismic performance of an infilled moment-resisting steel frame during the 2016 Central Italy Earthquake
3D nonlinear modeling of an infilled moment-resisting steel frame damaged in the 2016 Central Italy earthquake to assess masonry infill effects and confirm observed damage.