This paper presents the results from an experimental study on an innovative timber-based seismic retrofit solution for existing reinforced concrete (RC) buildings. The interventions aims at enhancing the overall seismic resistance of RC framed structured with a light , cost-effective, sustainable, and reversible approach allowing possible integration with energy efficiency upgrades.

Full-scale Testing of Masonry-infilled RC Frames Retrofitted with Cross-laminated Timber Panels / Smiroldo, Francesco; Kallioras, Stylianos; Sommacal, Giovanni; Bournas, Dionysios; Piazza, Maurizio; Giongo, Ivan. - In: ENGINEERING STRUCTURES. - ISSN 0141-0296. - 2023, 294:(2023), p. 116789. [10.1016/j.engstruct.2023.116789]

Full-scale Testing of Masonry-infilled RC Frames Retrofitted with Cross-laminated Timber Panels

Smiroldo, Francesco
Primo
;
Sommacal, Giovanni;Piazza, Maurizio;Giongo, Ivan
Ultimo
2023-01-01

Abstract

This paper presents the results from an experimental study on an innovative timber-based seismic retrofit solution for existing reinforced concrete (RC) buildings. The interventions aims at enhancing the overall seismic resistance of RC framed structured with a light , cost-effective, sustainable, and reversible approach allowing possible integration with energy efficiency upgrades.
2023
Smiroldo, Francesco; Kallioras, Stylianos; Sommacal, Giovanni; Bournas, Dionysios; Piazza, Maurizio; Giongo, Ivan
Full-scale Testing of Masonry-infilled RC Frames Retrofitted with Cross-laminated Timber Panels / Smiroldo, Francesco; Kallioras, Stylianos; Sommacal, Giovanni; Bournas, Dionysios; Piazza, Maurizio; Giongo, Ivan. - In: ENGINEERING STRUCTURES. - ISSN 0141-0296. - 2023, 294:(2023), p. 116789. [10.1016/j.engstruct.2023.116789]
File in questo prodotto:
File Dimensione Formato  
Paper finale_versione 300dpi.pdf

Solo gestori archivio

Tipologia: Versione editoriale (Publisher’s layout)
Licenza: Tutti i diritti riservati (All rights reserved)
Dimensione 2.22 MB
Formato Adobe PDF
2.22 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/11572/387149
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 9
  • ???jsp.display-item.citation.isi??? 9
  • OpenAlex ND
social impact