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The Cathedral of Florence is one of the largest churches in the world and is known for one of the most famous domes ever, which characterizes the skyline of the city. The dimensions of the building mean that the dimensions of the roof are equally large and so are the wooden structures that support it. The roof of the cathedral is organized on two levels: the roof of the large central nave and, at a lower level, those of the two lateral naves. The purpose of this paper is the identification of the wood species of which the structures are made. The sampling method of the 408 samples that have been identified is then described, the methods followed to reach a reliable identification and finally the results. The timbers most represented among the structural elements are those of silver fir, chestnut and elm. Other timbers are then found in the other components less directly linked to the main structural parts that make up the trusses. The paper then discusses the technological implications on the use of those woods within the wooden covering structures of the cathedral and the main sources of timber that the builders had available, in particular the Casentino forests that the Municipality of Florence had donated to the structure that managed the construction of the cathedral (Opera di Santa Maria del Fiore—OPA). OPA still exists today and is responsible for the maintenance of the cathedral and other annexed buildings. [ABSTRACT FROM AUTHOR]

This work is aimed at showing the results of a work of identification of the wood species used for the construction of the mechanical components of a historic pipe organ. The instrument was built in 1895 in Pistoia (Tuscany, Italy) for a church of a small municipality in the north-west of Tuscany, the summer residence of a family of ancient European nobility; it is therefore a large monumental organ, still original. During the restoration operations, and consequently on the disassembly, it was possible to carry out a complete sampling of the wooden components that are normally not directly accessible. The sampling was performed under the supervision of the restorer, through the cut and drawing of very small samples and with minimally invasive criteria. The identification was performed by observing thin sections, manually cut, by means of an optical microscope. The results of the identification carried out on the 25 samples are reported. The identified timbers are not very numerous and the most represented one is poplar (Populus sp.). [ABSTRACT FROM AUTHOR]

The viscoelastic properties of waterlogged wood (WLW) were investigated via dynamic mechanical analysis (DMA) at room temperature and under water saturated conditions, aiming at the investigation of the relationships between viscoelasticity and chemical composition. Different softwoods (SWs) and hardwoods (HWs) from several archaeological sites were sampled, which had different levels of decay (from highly-decayed to little changed). The analytical methods included lignin and holocellulose determination by Fourier transform infrared (FTIR) spectroscopy, moisture content (MC), basic density (BD), micromorphological observations, and the DMA was performed in three-point bending and submersion mode. Both HWs and SWs showed an exponential decrease of both storage modulus (E′) and loss modulus (E″), which are related to the amount of crystalline and paracrystalline cellulose left in the cell wall, respectively. The ratio E″/E′ (tanδ) varied with the frequency in different ways depending on the preservation state of the samples. Less decayed material had a higher tanδ than the fresh reference wood and lower (or similar) tanδ in the case of highly decayed samples. Accordingly, the long-term behaviour under a certain sustained load of WLW is decay dependent. [ABSTRACT FROM AUTHOR]