Stability and consolidation of an ashlar barrel vault with great deformations: the church of Guimarei

Huerta Fernández, Santiago and López Manzanares, Gema (1997). Stability and consolidation of an ashlar barrel vault with great deformations: the church of Guimarei. In: "Structural studies, repairs and maintenance of historical buildings". Computational Mechanics Publications, Southampton, Reino Unido, pp. 587-596. ISBN 1 85312 466 4.

Description

Title: Stability and consolidation of an ashlar barrel vault with great deformations: the church of Guimarei
Author/s:
  • Huerta Fernández, Santiago
  • López Manzanares, Gema
Editor/s:
  • Sánchez-Beitia, S.
  • Brebbia, C. A.
Item Type: Book Section
Title of Book: Structural studies, repairs and maintenance of historical buildings
Date: 1997
ISBN: 1 85312 466 4
Subjects:
Freetext Keywords: buttresses safety collapse arches barrel vaults masonry history construction building engineering stability analysis geometrical coefficient Rankine limit analysis estribos seguridad colapso inclinación arcos bóvedas cañón estabilidad análisis límite Rankine coeficiente geométrico
Faculty: E.T.S. Arquitectura (UPM)
Department: Estructuras de Edificación [hasta 2014]
Creative Commons Licenses: Recognition - No derivative works - Non commercial

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Abstract

The XVIIth-century ashlar vault of the church of Guimarei presents severe cracking and large deformations that caused great concern. An account is given of a report on the stability of the church previous to the restoration. The report tried to find out the causes and date of the cracking, the actual measure of the stability, and the possible means of consolidation. Of special interest is the influence of "great deformations" and particularly an upper value for the limit deformation was calculated.

More information

Item ID: 568
DC Identifier: http://oa.upm.es/568/
OAI Identifier: oai:oa.upm.es:568
Deposited by: Profesor S. Huerta
Deposited on: 15 Oct 2007
Last Modified: 20 Apr 2016 06:22
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