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.
At the end of the entire seismic sequence, the building experienced evidently permanent deformation along its longer direction
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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.