The European project named "Energy Efficient LIghtweight-Sustainable-SAfe-Steel Construction" (Project acronym: ELISSA) is devoted to the development and demonstration of cold-formed steel (CFS) modular systems. In particular, these systems are nano-enhanced prefabricated lightweight steel skeleton/dry wall construction with improved thermal, vibration/seismic and fire performance, resulting from the inherent thermal, damping and fire spread prevention properties. From a structural point of view, the system is a sheathed-braced CFS solution, in which the seismic resistant elements are made of “Cocoon” CFS stud shear walls laterally braced by “Knauf” gypsum-based panels. The project plans the study of the different physical perfomance on the basis of three levels: micro-scale, meso-scale and macro-scale. This paper presents the micro-scale experimental activity carried out on components and, in particular, the results of monotonic and cyclic tests on connection systems. The tested specimens are clinching for steel-to-steel connection, whereas the fasteners used for panel-to-steel connections of walls and floors are ballistic nails.
ELISSA project: tests on connection systems for cold-formed steel structures / Macillo, Vincenzo; Terracciano, MARIA TERESA; Pali, Tatiana; Bucciero, Bianca; Fiorino, Luigi; Landolfo, Raffaele. - (2015), pp. 519-526. (Intervento presentato al convegno XXV Congresso C.T.A. Collegio dei Tecnici dell’Acciaio tenutosi a Salerno).
ELISSA project: tests on connection systems for cold-formed steel structures
MACILLO, VINCENZO;TERRACCIANO, MARIA TERESA;PALI, TATIANA;BUCCIERO, BIANCA;FIORINO, Luigi;LANDOLFO, RAFFAELE
2015
Abstract
The European project named "Energy Efficient LIghtweight-Sustainable-SAfe-Steel Construction" (Project acronym: ELISSA) is devoted to the development and demonstration of cold-formed steel (CFS) modular systems. In particular, these systems are nano-enhanced prefabricated lightweight steel skeleton/dry wall construction with improved thermal, vibration/seismic and fire performance, resulting from the inherent thermal, damping and fire spread prevention properties. From a structural point of view, the system is a sheathed-braced CFS solution, in which the seismic resistant elements are made of “Cocoon” CFS stud shear walls laterally braced by “Knauf” gypsum-based panels. The project plans the study of the different physical perfomance on the basis of three levels: micro-scale, meso-scale and macro-scale. This paper presents the micro-scale experimental activity carried out on components and, in particular, the results of monotonic and cyclic tests on connection systems. The tested specimens are clinching for steel-to-steel connection, whereas the fasteners used for panel-to-steel connections of walls and floors are ballistic nails.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.