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
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| Title: | Stability and consolidation of an ashlar barrel vault with great deformations: the church of Guimarei | ||||||
| Title of Book: | Structural studies, repairs and maintenance of historical buildings | ||||||
| Publisher: | Computational Mechanics Publications | ||||||
| Date: | 1997 | ||||||
| ISBN: | 1 85312 466 4 | ||||||
| Department: | Building Structures | ||||||
| Faculty: | E.T.S. Architecture (UPM) | ||||||
| Creative Commons licenses: | Recognition - No derivative works - No commercial | ||||||
| Item ID: | 568 | ||||||
| Subjects: | Architecture Civil Engineering and Construction Mechanics |
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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.
| Item Type: | Book Section |
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| Uncontrolled 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 |
| Subjects: | Architecture Civil Engineering and Construction Mechanics |
| Código ID: | 568 |
| Depositado Por: | Profesor S. Huerta |
| Depositado el: | 15 Oct 2007 |
| Last Modified: | 23 Sep 2009 18:30 |
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