Publicomos

Notice (permalien)

Réf.

42194

Type

chapter

Titre

A mathematical model for the stress analysis of masonry

Langues

English

Auteurs

Anselmi, C. A. / Fino, L.

Lieu de publication

Rome

Pays de publication

Italy

Maison d'édition

ICOMOS

Date

1981

Pages

p. 519-528

Titre de la source

Nessun futuro senza passato. 6th ICOMOS General Assembly and International Symposium. Atti

Titre de conférence

ICOMOS 6th General Assembly: No Past, no Future

Lieu de conférence

Rome, Italy

Date de conférence

21-31 May 1981

Mots-clés

masonry / stress analysis / structures of buildings / structural surveys / modelling

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"

URL

http://international.icomos.org/publications/ro31.pdf

Document joint

ro31.pdf

Licence

Creative Commons Attribution-Non Commercial-No Derivatives (BY-NC-ND)