Shake table tests are performed on temporary internal partitions for office buildings. Four different specimens\udare tested. A steel frame is designed to exhibit relative displacements which typically occur at a given\udstory of ordinary buildings. Four different partition walls are tested simultaneously for each specimen typology.\udThis allows investigating the influence of an innovative device on the seismic performance of the tested\udcomponents. The innovative device avoids the unhooking of the panels from the supporting studs. Several\udshake table tests are performed subjecting the specimens to interstory drift ratios up to 1.57%. Both the hysteretic\udcurves and the natural frequency trend highlight that the partitions do not contribute to the lateral stiffness\udof the test setup. The damping ratio increases after the partition walls are installed within the test frame,\udcausing a beneficial effect in the dynamic response. Minor damage state occurs for interstory drift ratio\ud(IDR) in the range 0.41–0.65% in standard specimens, whereas moderate and major damage states are\udattained for IDR in the range 0.51–0.95%. Significant increase of collapse IDR is recorded with the introduction\udof the innovative device, up to IDR larger than 1.45%. It can be therefore concluded that a simple innovative\uddevice is defined, which significantly improves the seismic performance of the tested specimen.
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