Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building

Abstract Shake table tests are particularly indicative to assess dynamic properties and seismic response under earthquakes in the case of a new building structure. In last years the University of Naples was involved in the research project named “Energy Efficient LIghtweight-Sustainable-SAfe-Steel Construction” (Project acronym: ELISSA), which was devoted to the development and demonstration of enhanced prefabricated lightweight CFS skeleton/dry wall constructions with improved antiseismic properties. Within the ELISSA project, in order to evaluate the global building seismic response, shake table tests on a full-scale two-storey building, named “ELISSA mockup”, were carried out. The mockup was tested in two different conditions. In the first condition the mockup included mainly structural components of walls, floors and roof, whereas in the second condition it was completed with all nonstructural components. This paper presents the testing program and the obtained results in terms of dynamic identification (fundamental period and damping ratio) and earthquake performance (global lateral response, building drift, acceleration amplification, diaphragm response, and observed damage).

[1]  Iman Shamim Seismic design of lateral resisting cold-formed steel framed (CFS) structures , 2013 .

[2]  Raffaele Landolfo,et al.  Performance-based design of sheathed CFS buildings in seismic area , 2012 .

[3]  Moon Sung Lee,et al.  Shaketable tests of a cold-formed steel shear panel , 2006 .

[4]  Raffaele Landolfo,et al.  Seismic response of CFS shear walls sheathed with nailed gypsum panels: Experimental tests , 2017 .

[5]  M. Fardis,et al.  Designer's guide to EN 1998-1 and en 1998-5 Eurocode 8: Design of structures for earthquake resistance; general rules, seismic actions, design rules for buildings, foundations and retaining structures/ M.Fardis[et al.] , 2005 .

[6]  Raffaele Landolfo,et al.  BEHAVIOUR FACTOR EVALUATION OF SHEATHED COLD-FORMED STEEL STRUCTURES , 2013 .

[7]  Raffaele Landolfo,et al.  Seismic response of Cfs strap-braced stud walls: Experimental investigation , 2014 .

[8]  Kara Danielle Peterman Behavior of Full-Scale Cold-Formed Steel Buildings under Seismic Excitations , 2014 .

[9]  Johnny Sun,et al.  Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project , 1997 .

[10]  Raffaele Landolfo,et al.  Seismic response of Cfs strap-braced stud walls: Theoretical study , 2014 .

[11]  Stephen G. Buonopane,et al.  Seismic Response and Engineering of Cold-formed Steel Framed Buildings , 2016 .

[12]  N. Null Minimum Design Loads for Buildings and Other Structures , 2003 .

[13]  Colin A. Rogers,et al.  Dynamic Testing of Single- and Double-Story Steel-Sheathed Cold-Formed Steel-Framed Shear Walls , 2013 .

[14]  Raffaele Landolfo,et al.  Experimental characterization of quick mechanical connecting systems for cold-formed steel structures , 2017 .

[15]  Raffaele Landolfo,et al.  Designing CFS structures: The new school bfs in naples , 2014 .

[16]  Emad Gad,et al.  Lateral performance of cold-formed steel-framed domestic structures , 1999 .

[17]  Stephen G. Buonopane,et al.  Experimental Seismic Response of a Full-Scale Cold-Formed Steel-Framed Building. II: Subsystem-Level Response , 2016 .

[18]  Raffaele Landolfo,et al.  Seismic analysis of sheathing-braced cold-formed steel structures , 2012 .