Within a comprehensive research project devoted to analyse the contributing
effect of cladding panels on the structural behaviour of steel frames unde
r horizontal loads, a suitable experimental procedure has been set up in or
der to characterise the main behavioural parameters of specific shear walls
. In particular, with regard to lightweight sandwich panels, which are curr
ently used in building as enclosure elements, monotonic and cyclic full-sca
le shear tests have been performed on both single connection specimens and
pin-jointed steel frames braced by infill panels. Such an activity, whose m
ain results are summarised in this paper, firstly provides the experimental
evidence as basis for setting up numerical and analytical interpretative m
odels. Besides, it supplies useful information on the possibility to use th
is panel typology as shear wall components. Finally, it points out how thei
r shear performance can be improved through simple modifications of standar
d prototypes.