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 first main shock on August 24th, 2016 was of moment magnitude Mw 6.0 and occurred at a depth of 4 km
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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.