Modern buildings are generally constructed by paying a particular attention to the use of materials and building technologies that foster the building sustainability and ensure an adequate seismic-resistant behaviour to the structure. The cross laminated timber panel, in short CLT, is one of the most widely used timber products within the residential building industry, also thanks to its intrinsic structural usage flexibility. It can be used both to build timber structures, in particular multi-storey buildings, and to construct hybrid concrete-timber or steel-timber structures. This paper focuses on a particular hybrid solution for the construction of light and resistant structures with load-bearing steel and mixed steel-timber elements. Regarding the effects of the seismic forces, the overall stability is ensured by the interaction among the vertical bracing walls and the composite floors with slabs made of CLT panels. In particular, the collaboration among CLT panels and steel beams ensures some features to the floors, namely lightness, high load-bearing capacity and, above all, an adequate in-plane diaphragm and out-of-plane flexural behaviour. The document will show the main results obtained from the experimental tests and the numerical analyses carried out in order to assess the floor response of a typical building for social housing.

STRUTTURA SISMORESISTENTE A SOLAIO COMPOSTO ACCIAIO-LEGNO PER L’EDILIZIA RESIDENZIALE SOCIALE / Loss, Cristiano; Piazza, Maurizio; Zandonini, Riccardo. - CD-ROM. - (2015), pp. 1-8. (Intervento presentato al convegno XXV CONGRESSO C.T.A. tenutosi a Salerno nel 1st-3rd October 2015).

STRUTTURA SISMORESISTENTE A SOLAIO COMPOSTO ACCIAIO-LEGNO PER L’EDILIZIA RESIDENZIALE SOCIALE

Loss, Cristiano;Piazza, Maurizio;Zandonini, Riccardo
2015-01-01

Abstract

Modern buildings are generally constructed by paying a particular attention to the use of materials and building technologies that foster the building sustainability and ensure an adequate seismic-resistant behaviour to the structure. The cross laminated timber panel, in short CLT, is one of the most widely used timber products within the residential building industry, also thanks to its intrinsic structural usage flexibility. It can be used both to build timber structures, in particular multi-storey buildings, and to construct hybrid concrete-timber or steel-timber structures. This paper focuses on a particular hybrid solution for the construction of light and resistant structures with load-bearing steel and mixed steel-timber elements. Regarding the effects of the seismic forces, the overall stability is ensured by the interaction among the vertical bracing walls and the composite floors with slabs made of CLT panels. In particular, the collaboration among CLT panels and steel beams ensures some features to the floors, namely lightness, high load-bearing capacity and, above all, an adequate in-plane diaphragm and out-of-plane flexural behaviour. The document will show the main results obtained from the experimental tests and the numerical analyses carried out in order to assess the floor response of a typical building for social housing.
2015
XXV Giornate italiane della costruzione in acciaio (CTA2015)
Salerno
Collegio dei tecnici dell'acciaio
Loss, Cristiano; Piazza, Maurizio; Zandonini, Riccardo
STRUTTURA SISMORESISTENTE A SOLAIO COMPOSTO ACCIAIO-LEGNO PER L’EDILIZIA RESIDENZIALE SOCIALE / Loss, Cristiano; Piazza, Maurizio; Zandonini, Riccardo. - CD-ROM. - (2015), pp. 1-8. (Intervento presentato al convegno XXV CONGRESSO C.T.A. tenutosi a Salerno nel 1st-3rd October 2015).
File in questo prodotto:
File Dimensione Formato  
CTA 2015_ITA_CLetal-grayscale.pdf

Solo gestori archivio

Tipologia: Versione editoriale (Publisher’s layout)
Licenza: Tutti i diritti riservati (All rights reserved)
Dimensione 730.86 kB
Formato Adobe PDF
730.86 kB 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/11572/158316
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
  • OpenAlex ND
social impact