Typical Failures, Seismic Behavior and Safety of the “Bourbon System” with Timber Framing

Nicola Ruggieri; Gennaro Tampone; Raffaele Zinno

doi:10.4028/www.scientific.net/AMR.778.58

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Static and Thermohygrometric Analysis of a New Typology of Timber Framed Structure in Dolomites
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 778Typical Failures, Seismic Behavior and Safety of...

Typical Failures, Seismic Behavior and Safety of the “Bourbon System” with Timber Framing

Abstract:

All the research on the behavior and failure of specimens of the Bourbon System, masonry with timber framing, has been done on early 1900 C photographic records. The photos show some case baraccate damaged by the 1905 and 1908 seismic events. The damage is recorded also in the official documents of the technicians sent from Rome, just like Commissione del Genio Civile [, including Canevazzi and Panetti. More data come from Baratta punctual description [ who visited Calabrian towns damaged in the 1908 earthquake. Other news has been taken out from some old chronicles regarding timber frame buildings before 1783.

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Periodical:

Advanced Materials Research (Volume 778)

Pages:

58-65

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.778.58

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Online since:

September 2013

Authors:

Nicola Ruggieri, Gennaro Tampone, Raffaele Zinno

Keywords:

Biotic Decay, Bourbon Timber Framing, Seismic Behavior

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References

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