Hollowcore floor systems have been prevalent in New Zealand construction since the 1980s. The susceptibility of these elements to fail under seismic action has been highlighted through numerous post-earthquake observations, particularly those made after the 2016 Kaikoura earthquake. Recent full-scale testing of hollowcore floor panels has revealed previously undocumented failure mechanisms that render commonly adopted retrofit techniques inadequate. As a result, the engineering industry requires new, verified, retrofit techniques for the effective seismic strengthening of hollowcore floors to assist structural engineers with developing and maintaining a safe, seismically resilient building stock. This paper presents a proof-of-concept testing regime with supporting finite element (FE) analysis of a new, purpose-built mechanical fixing for use as supplementary shear reinforcing in hollowcore floors. This retrofit technique offers a practical and costeffective alternative to other currently proposed techniques. Subsequently, the availability of this retrofit technique has the potential to increase the accessibility of hollowcore retrofits to building owners across New Zealand, thereby facilitating a safer and more seismically resilient national building stock.

Mechanical Anchor Supplementary Shear Reinforcing as a Retrofit Technique for Hollowcore Floors / Hudson, Robert; Bartolotti, Andrea; Giongo, Ivan; Galvez, Francisco; Shedde, Devina. - ELETTRONICO. - (2022). (Intervento presentato al convegno 2021 New Zealand Society for Earthquake Engineering Annual Technical Conference tenutosi a Christchurch nel 14-15-16/04/2021).

Mechanical Anchor Supplementary Shear Reinforcing as a Retrofit Technique for Hollowcore Floors

Bartolotti, Andrea;Giongo, Ivan;
2022-01-01

Abstract

Hollowcore floor systems have been prevalent in New Zealand construction since the 1980s. The susceptibility of these elements to fail under seismic action has been highlighted through numerous post-earthquake observations, particularly those made after the 2016 Kaikoura earthquake. Recent full-scale testing of hollowcore floor panels has revealed previously undocumented failure mechanisms that render commonly adopted retrofit techniques inadequate. As a result, the engineering industry requires new, verified, retrofit techniques for the effective seismic strengthening of hollowcore floors to assist structural engineers with developing and maintaining a safe, seismically resilient building stock. This paper presents a proof-of-concept testing regime with supporting finite element (FE) analysis of a new, purpose-built mechanical fixing for use as supplementary shear reinforcing in hollowcore floors. This retrofit technique offers a practical and costeffective alternative to other currently proposed techniques. Subsequently, the availability of this retrofit technique has the potential to increase the accessibility of hollowcore retrofits to building owners across New Zealand, thereby facilitating a safer and more seismically resilient national building stock.
2022
Proceedings of the 2021 New Zealand Society for Earthquake Engineering Annual Technical Conference
Christchurch
New Zealand Society for Earthquake Engineering
978-0-473-57201-3
Hudson, Robert; Bartolotti, Andrea; Giongo, Ivan; Galvez, Francisco; Shedde, Devina
Mechanical Anchor Supplementary Shear Reinforcing as a Retrofit Technique for Hollowcore Floors / Hudson, Robert; Bartolotti, Andrea; Giongo, Ivan; Galvez, Francisco; Shedde, Devina. - ELETTRONICO. - (2022). (Intervento presentato al convegno 2021 New Zealand Society for Earthquake Engineering Annual Technical Conference tenutosi a Christchurch nel 14-15-16/04/2021).
File in questo prodotto:
File Dimensione Formato  
Mechanical Anchor Supplementary Shear Reinforcing as a Retrofit Technique for Hollowcore Floors.pdf

embargo fino al 01/07/2030

Tipologia: Pre-print non referato (Non-refereed preprint)
Licenza: Altra licenza (Other type of license)
Dimensione 1.29 MB
Formato Adobe PDF
1.29 MB Adobe PDF   Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11572/361291
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact