The Uruguayan engineer Eladio Dieste developed an innovative construction method for wide-span roof structures. Known as Gaussian vaults, their double-curved geometry is based on the catenary resulting in mainly axial compressive forces. Whereas most thin wide-span roofs have been built using concrete, Dieste used brick, and unlike traditional masonry vaults, they are only one brick-layer in thickness. Typically the vaults have a low rise, the span-to-rise ratio is normally 8–10 and buckling is the likely mode of failure. Dieste used the curved surface of the vaults to resist buckling and developed design procedures to ensure their safety. In the present paper a brief background to Dieste's work is presented including his methods of analysis and the application is considered with reference to one of his larger projects, the warehouse at the docks in Montevideo, with a span of 45 m. Through an iterative mathematical procedure, Dieste formulated the critical loads of catenary arches into graphs. The method is compared with a finite-element study, which also considers the elastic deformations under self-weight, asymmetric loading owing to wind and ultimate failure owing to buckling.
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February 2007
Research Article|
February 01 2007
The double-curvature masonry vaults of Eladio Dieste Available to Purchase
R. Pedreschi, PhD, CEng, MICE;
R. Pedreschi, PhD, CEng, MICE
Professor of Architectural Technology
University of Edinburgh
UK
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D. Theodossopoulos, Dip.Civ.Eng, PhD
D. Theodossopoulos, Dip.Civ.Eng, PhD
Lecturer in Architectural Technology
University of Edinburgh
UK
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Publisher: Emerald Publishing
Received:
March 07 2006
Accepted:
November 14 2006
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2007 Thomas Telford Ltd
2007
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2007) 160 (1): 3–11.
Article history
Received:
March 07 2006
Accepted:
November 14 2006
Citation
Pedreschi R, Theodossopoulos D (2007), "The double-curvature masonry vaults of Eladio Dieste". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 160 No. 1 pp. 3–11, doi: https://doi.org/10.1680/stbu.2007.160.1.3
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