Derivation of an innovative testing protocol for plastic anchors for fixing light façade claddings under seismic action. (1st December 2021)

• Record Type: Journal Article
• Authors: Di Nunzio, G.; Pinoteau, N.; Muciaccia, G.; Guillet, T.; Mège, R.
• Is Part Of: Engineering structures. Volume 248(2021)
• Publication Date: 2021-12-01
• Subjects: Non-structural elements -- Light cladding façade -- Seismic design -- Seismic qualification -- Dynamic test -- Cyclic behaviour -- Fasteners -- Plastic anchors -- Angle brackets; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2021.113191
• Languages: English
• ISSNs: 0141-0296

Abstract

Abstract: The safety of buildings located in seismic zones is related to the proper design of both the structural and the non-structural components. In recent seismic events, the collapse of the non-structural parts clearly demonstrated how they may represent a risk not only for the life safety but also the majority of the economical losses. Light cladding panels are a common solution to built façades in framed systems with rigid infills, particularly in reinforced concrete structures with masonry walls. They are usually fixed to the supporting structures by means of plastic anchors through angle brackets. Within this context, an experimental campaign was carried out to investigate their behaviour under seismic action. Starting from dynamic tests on real size façades, a new test protocol was proposed for the assessment of plastic anchors for fixing façade claddings. The scope of the present paper is to provide a theoretical background for the aforementioned test protocol. Highlights: Façade and cladding systems could suffer damages if they are not properly designed. Measured loads on the fasteners can be evaluated using analytical models. Refinement is necessary to account for the eventual yielding of the brackets. Single fastener protocol is proposed to reproduce the effects at the local level. The new testing method may pave the way to develop protocols for other NSEs.