Skip to main content
Log in

An innovative cladding panel connection for RC precast buildings

  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

Recent Italian earthquakes highlighted some critical issues of mechanical devices usually utilized to fasten reinforced concrete cladding panels to precast structures. These devices were often designed to uncouple the displacements of cladding panels and the frame structure. Unfortunately, during the last earthquakes, the cladding-to-structure connections did not perform as expected, and in most cases, they failed causing the overturning of cladding panels. The paper presents results of a wide experimental campaign on both commercial and innovative mechanical cladding-to-structure connections, both for vertical and horizontal panels. Tests were performed in the Structures and Materials Testing Laboratory of the Department of Civil and Environmental Engineering of Florence, where a specific and original setup was designed to perform dynamic cyclic tests, under different load conditions. Commercial connections showed a hysteretic behaviour until the collapse, due to the flexural failure of the strap or to the failure of the anchor channel fixed to beams or columns and the expulsion of the hammer-head screws. Proposed innovative connections, especially those used for vertical panels, proved to be able to uncouple in-plane horizontal displacements of panels and the structure, as expected in their design. Moreover, no significant damage was detected in these connections during tests, as friction forces were very low.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24
Fig. 25

Similar content being viewed by others

References

  • Belleri A, Torquati M, Marini A, Riva P (2016) Horizontal cladding panels: in-plane seismic performance in precast concrete buildings. Bull Earthq Eng 14:1103–1129

    Article  Google Scholar 

  • Biondini F, Dal Lago B, Toniolo G (2013) Role of wall panel connections on the seismic performance of precast structures. Bull Earthq Eng 11:1061–1081

    Article  Google Scholar 

  • Bournas DA, Negro P, Taucer FF (2013) Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening. Bull Earthq Eng 12(5):2383–2404

    Article  Google Scholar 

  • CEN (2005) EN1998-1. Eurocode 8: design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings

  • Dal Lago B, Lamperti Tornaghi M, Dal Lago A (2012) Studio sul comportamento bidirezionale di connessioni meccaniche scorrevoli pannello-telaio. In: 21° Congresso CTE, 08-10 Novembre, Bologna, IT (in Italian)

  • Fischinger M, Kramar M, Isakovic T (2008) Cyclic response of slender RC columns typical of precast industrial buildings. Bull Earthq Eng 6(3):519–534

    Article  Google Scholar 

  • Henry RM, Roll F (1986) Cladding-frame interaction. J Struct Eng ASCE 112(4):815–834

    Article  Google Scholar 

  • Hunt JP, Stojadinović B (2010) Seismic performance assessment and probabilistic repair cost analysis of precast concrete cladding systems for multistory buildings. Peer report 2010/110. Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, p 347

    Google Scholar 

  • Isakovic T, Zoubek B, Fischinger M (2017) Design Procedures For typical cladding panel connections in Rc precast buildings. In: 16° WCEE. Santiago Chile

  • Magliulo G, Ercolino M, Petrone C, Coppola O, Manfredi G (2014) The Emilia earthquake: seismic performance of precast reinforced concrete buildings. Earthq Spectra 30(2):891–912

    Article  Google Scholar 

  • Negro P, Lamperti Tornaghi M (2017) Seismic response of precast structures with vertical cladding panels: the SAFECLADDING experimental campaign. Eng Struct 132:205–208

    Article  Google Scholar 

  • NTC 2018 (2018) Norme tecniche per le costruzioni. D.M. 17 January 2018, Italian Ministry of Public Works, Italy (in Italian)

  • Orlando M, Piscitelli LR (2016) Experimental investigation on static and cyclic behaviour of flanged unions for precast reinforced concrete columns. Eur J Environ Civ Eng. https://doi.org/10.1080/19648189.2016.1229226

    Google Scholar 

  • Piras D, Belleri A, Riva P (2010) Prove sperimentali sul comportamento sismico di pannelli di tamponamento orizzontali prefabbricati. In: 18° Congresso CTE. 12-14 Novembre, Brescia, IT (in Italian)

  • SAFECLADDING Project (2013). (http://www.safecladding.eu)

  • Savoia M, Mazzotti C, Buratti N, Ferracuti B, Bovo M, Ligabue V, Vincenzi L (2012) Damages and collapses in industrial precast buildings after the Emilia earthquake. Ing Sismica—Int J Earthq Eng 29(2–3):120–131

    Google Scholar 

  • Scotta R, De Stefani L, Vitaliani R (2015) Passive control of precast building response using cladding panels as dissipative shear walls. Bull Earthq Eng 13(11):3527–3552

    Article  Google Scholar 

  • Toniolo G, Colombo A (2012) Precast concrete structures: the lessons learned from the L’Aquila earthquake. Struct Concrete 13:73–83

    Article  Google Scholar 

  • Zoubek B, Fischinger M, Isakovic T (2016) Cyclic response of hammer-head strap cladding-to-structure connections used in rc precast building. Eng Struct 119(2016):135–148

    Article  Google Scholar 

Download references

Acknowledgements

The authors would like to thank the Company Baraclit S.p.A., who commissioned the experimental campaign and provided specimens and technical support. The authors also thank the Structures and Materials Testing Laboratory (SMTS) team of the Department of Civil and Environmental Engineering in Florence, Mr. Saverio Giordano, Mr. Franco Bruni and Mr. Enzo Barlacchi, and Spin-Off S2R team for their support during all the phases of the experimental campaign.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Maurizio Orlando.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Del Monte, E., Falsini, C., Boschi, S. et al. An innovative cladding panel connection for RC precast buildings. Bull Earthquake Eng 17, 845–865 (2019). https://doi.org/10.1007/s10518-018-0470-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-018-0470-1

Keywords

Navigation