Keywordsmasonry arch; strengthening; composite material; FRCM; lime mortar; structural glass; hybridism; tensegrity; pre-stressed glass; transparent bracing system; glass buckling; fail safe design; seismic analysis; material eccentricity; nonlinear static analysis; r.c. framed structure; structural irregularities; external bracing walls; granular silo; earthquake engineering; nonlinear transient analyses; nonlinear interaction effects; hypoplasticity; static equivalent load; material variability; strength domain; seismic assessment of r.c. buildings; nonlinear static analysis; rocking; dynamics of rigid blocks; restrained blocks; out-of-plane behavior; force-based approaches; displacement-based approaches; masonry buildings; structural retrofitting; energy retrofitting; combined retrofitting performance; walls refurbishment; generalized performance parameter; macro-model approach; monumental masonry structures; masonry arches and vaults; historical structural analyses; seismic assessment; cultural heritage protection; FRP-reinforcement; HiStrA software; macro-model approach; monumental masonry structures; L’Aquila earthquake; historical structural analyses; seismic assessment; cultural heritage protection; irregular structures; 3DMacro software; HiStrA software; timber; dowel-type connection; rotational stiffness; curve fitting; damping; OpenSees
