Abstract. To verify the conditions and the possible use of the historical buildings, it is fundamental to individuate structural patterns really near to each particular configuration. The calculation of a double warp ceiling usually supposes that the secondary warp structure simply leans upon the principal beams. Principal beams, on their turn, can lean or seldom be lodged into the walls. These conditions are usual in the most simple ceilings, but they cannot merely be transferred to the most riches and complex constructions. In the case of Palazzo Pallavicino in Cremona were inserted on some beams between the joists wooden blocks, forming a veritable reinforced beam. Verification to calculation of these reinforced beams gave load values eligible for the new public destination. The old system has served as a model for consolidation, and allowed minimal intervention and avoided the introduction of incongruous materials

The Ancient Reinforced Beams as Model of Consolidation an Example in the Palazzo Pallavicino in Cremona (Italy)

GRIMOLDI, ALBERTO
2010-01-01

Abstract

Abstract. To verify the conditions and the possible use of the historical buildings, it is fundamental to individuate structural patterns really near to each particular configuration. The calculation of a double warp ceiling usually supposes that the secondary warp structure simply leans upon the principal beams. Principal beams, on their turn, can lean or seldom be lodged into the walls. These conditions are usual in the most simple ceilings, but they cannot merely be transferred to the most riches and complex constructions. In the case of Palazzo Pallavicino in Cremona were inserted on some beams between the joists wooden blocks, forming a veritable reinforced beam. Verification to calculation of these reinforced beams gave load values eligible for the new public destination. The old system has served as a model for consolidation, and allowed minimal intervention and avoided the introduction of incongruous materials
2010
Structural Analysis of Historic Constructions, Strengthening and Retrofitting, Advanced Materials Research, vol. 133 - 134,
9780878492398
timber; ceiling; reinforced beam; consolidation
File in questo prodotto:
File Dimensione Formato  
Grimoldi SAHC paper.pdf

Accesso riservato

: Pre-Print (o Pre-Refereeing)
Dimensione 521.66 kB
Formato Adobe PDF
521.66 kB Adobe PDF   Visualizza/Apri
SAHC 2010.pdf

Accesso riservato

Descrizione: indice e impressum con ISBN dei volumi degli atti del convegno
: Altro materiale allegato
Dimensione 4.57 MB
Formato Adobe PDF
4.57 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/11311/574006
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 0
  • ???jsp.display-item.citation.isi??? 0
social impact