A mathematical model for the stress analysis of masonry

Anselmi, C. A. and 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, pp. 519-528. [Book Section]

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Abstract (in English)

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"

Item Type:	Book Section
Authors:	Authors Email Anselmi, C. A. UNSPECIFIED Fino, L. UNSPECIFIED
Languages:	English
Keywords:	masonry; stress analysis; mathematical model
Subjects:	C. ARCHITECTURE > 06. Structures of buildings F. SCIENTIFIC TECHNIQUES AND METHODOLOGIES OF CONSERVATION > 52. Structural surveys
ICOMOS Special Collection:	Scientific Symposium (ICOMOS General Assemblies)
ICOMOS Special Collection Volume:	1981, 6th
Depositing User:	Jose Garcia
Date Deposited:	04 Feb 2011 12:08
Last Modified:	04 Feb 2011 12:08
URI:	https://openarchive.icomos.org/id/eprint/845

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