A mathematical model for the stress analysis of masonry

Anselmi, C. A. et Fino, L. (1981) A mathematical model for the stress analysis of masonry. In: Nessun futuro senza passato. 6th ICOMOS General Assembly and International Symposium. Atti. ICOMOS, Roma, p. 519-528. [Chapitre de livres]

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Résumé (en anglais)

An approach to stress analysis of masonry, considered as a "no tension material" is presented in this communication. The model used is a reticular model which permits the solution of problems by studying the state of equilibrium of complementary energy in conjunction with a mathematical system of inequalities. The problem we have to solve is a classical problem of quadratic programming which becomes one of linear complementarity according to the Kuln and Trucker theorem: it may therefore be solved by the "simple method"

Type:	Chapitre de livres
Auteurs:	Auteurs E-mail Anselmi, C. A. NON SPECIFIÉ Fino, L. NON SPECIFIÉ
Langues:	English
Mots-clés libres:	masonry; stress analysis; mathematical model
Sujets:	C. ARCHITECTURE > 06. Structures de bâtiments F. TECHNIQUES SCIENTIFIQUES ET METHODOLOGIES DE CONSERVATION > 52. Analyse structurelle
Collections spéciales:	Scientific Symposium (ICOMOS General Assemblies)
Volume de la collection spéciale:	1981, 6th
Déposé par:	Jose Garcia
Date de dépôt:	04 février 2011 12:08
Dernière modification:	04 février 2011 12:08
URI:	https://openarchive.icomos.org/id/eprint/845

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