On limit analysis theorems, their corollaries and their appliance to masonry arches analysis
DOI:
https://doi.org/10.3989/ic.09.042Keywords:
arches, masonry, analysis theoremAbstract
In this work limit analysis theorems are exposed in order to study their appliance to the analysis of masonry arches. All this allows studying the role of lines of thrust and curves of pressure on the safety of arches.
Downloads
References
(1) Johansen, K.W.: “Yield-Line Theory” Cement and Concrete Association. Londres, 1962.
(2) Heyman, J.: “Análisis de Estructuras” Instituto Juan de Herrera. Madrid 2004. Traducción de:” Structural Analysis, a Historical Approach” Cambridge University Press, 1998.
(3) Kurrer, E.: “The History of the Theory of Structures” Erns and Sohn. Berlin, 2008. doi:10.1002/9783433600160
(4) Nielsen, M.P.: “Limit Analysis and Concrete Plasticity” Prentice Hall. New Jersey, 1984.
(5) Schlaigh J. y otros.: “Towards a Consistent Design of Structural Concrete”. P.C.I. Journal. Vol. 32, n.º 3 Mayo-Junio 1987.
(6) Faber, C.: “Las Estructuras de Candela” C.E.C.S.A. Méjico, 1970.
(7) Heyman, J.: “The Stone Skeleton”. International Journal of Solids and Structures. Vol. 2, pp. 249-279. 1966. doi:10.1016/0020-7683(66)90018-7
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2010 Consejo Superior de Investigaciones Científicas (CSIC)
This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.
