“…(iii) effect of the constructional details on the seismic response, i.e. stud dimensions and spacing ( [25], [27], [30][31] and [34]), presence of back-to-back studs [31][32], track dimensions [31], board thickness, type, number and orientation ( [22], [25], [27], [31] and [34]), board-to-frame fixing type and spacing ( [24], [25], [27], [31][32]), wall finishing type ( [24] and [34]), presence of doors or windows ( [22][23] and [25]), partial-height partitions [30], aspect ratio of partitions [27], presence of damper devices [33]; (iv) effect of the loading conditions (quasi-static or dynamic) on the lateral response ( [23][24], [27] and [30]); (v) estimation of the repair costs after a seismic event ( [23], [28] and [34]); (vi) interaction with surrounding elements ( [22], [34], [38], [39], [40] and [45]); (vii) evaluation of dynamic amplification and dynamic parameters [43][44][45]; (viii) presence of mechanical...…”