  A sequence of earthquakes occurred between the end of August 2016 and the end
of October 2016 in Central Italy causing significant damage and major
disruption in a wide area. The sequence of events is composed of five events
with magnitude between Mw 5.5 to 6.5. As a consequence, numerous residential
buildings in the affected area was not particularly resistant to the shaking,
resulting in the collapse and heavy damage. With a particular focus on masonry
infilled steel frames, this paper evaluates the seismic performance of an
infilled moment-resisting steel frame located in Amatrice, Central Italy, which
suffered significant damage during the August 2016 Central Italy earthquake.
The aim is to investigate the effect of the masonry infill to the seismic
performance of the building. The three-dimensional (3D) frame building is
modeled using the Opensees software, where the beam and column elements are
modeled by using a nonlinear hinge model and the infill is idealized as
diagonal struts with nonlinear hysteretic behavior. Nonlinear static and
dynamic analyses are performed for both bare and infill frames in order to
assess the effect of the masonry infill on the overall seismic response and
confirm the actual damage pattern surveyed in the aftermath of the 2016 Central
Italy earthquake of the case study.
