In this article, a technique for the renewal of historic building wooden roofs is presented. The solution can be used for the strengthening of existing wooden roofs against excessive lateral thrusts on the peripheral wall or for the recovery of the attics, as it allows removing the existing structural elements, such as possible wooden truss-works of no artistic value. With minor adaptations, the solution can be addressed to enhance the building seismic performance. The technique is minimally impairing on existing buildings and can be applied also in new constructions. The technique is based on the construction of a thin folded shell, overlaying the existing pitches. Emphasis is given to lightweight folded shells, obtained by overlaying thin plywood panels on the existing roof rafters and planks, without modifying the overall architectural layout. The technique conceptual design is discussed and a simplified analytical method is proposed, which allows for the clarification of the role of each structural component and can be adopted for the folded shell proportioning and design. The analytical results are validated against numerical results obtained with reference to some case studies. Ultimately, emphasis is given to the detailing, whose correct execution is mandatory for the success of the proposed structural intervention.

(2016). Thin-folded shell for the renewal of existing wooden roofs [journal article - articolo]. In INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE. Retrieved from http://hdl.handle.net/10446/85849

Thin-folded shell for the renewal of existing wooden roofs

MARINI, Alessandra;
2016-01-01

Abstract

In this article, a technique for the renewal of historic building wooden roofs is presented. The solution can be used for the strengthening of existing wooden roofs against excessive lateral thrusts on the peripheral wall or for the recovery of the attics, as it allows removing the existing structural elements, such as possible wooden truss-works of no artistic value. With minor adaptations, the solution can be addressed to enhance the building seismic performance. The technique is minimally impairing on existing buildings and can be applied also in new constructions. The technique is based on the construction of a thin folded shell, overlaying the existing pitches. Emphasis is given to lightweight folded shells, obtained by overlaying thin plywood panels on the existing roof rafters and planks, without modifying the overall architectural layout. The technique conceptual design is discussed and a simplified analytical method is proposed, which allows for the clarification of the role of each structural component and can be adopted for the folded shell proportioning and design. The analytical results are validated against numerical results obtained with reference to some case studies. Ultimately, emphasis is given to the detailing, whose correct execution is mandatory for the success of the proposed structural intervention.
articolo
2016
Giuriani, Ezio P.; Marini, Alessandra; Preti, Marco
(2016). Thin-folded shell for the renewal of existing wooden roofs [journal article - articolo]. In INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE. Retrieved from http://hdl.handle.net/10446/85849
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Giuriani et al. accepted manuscript 15583058.2015 (1).pdf

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Descrizione: This is an Accepted Manuscript version of the following article, accepted for publication in International Journal of Architectural Heritage. Ezio P. Giuriani, Alessandra Marini & Marco Preti (2016) Thin-folded Shell for the Renewal of Existing Wooden Roofs, International Journal of Architectural Heritage, 10:6, 797-816, DOI: 10.1080/15583058.2015.1075626. It is deposited under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10446/85849
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