The seismic response of un-reinforced masonry buildings due to in-plane stiffening in their one-layer timber flooring is numerically investigated by way of non-linear incremental dynamic analyses. Two impartial circumstance studies of two-storey buildings with timber floors stiffened with alternative techniques (addition of forty five° oriented timber boards, of metal https://gregoryvutus.isblog.net/helical-wall-ties-an-overview-39110674