Global safety format for non-linear analysis of reinforced concrete structures

Autor:	Giuseppe Mancini, Vincenzo Ilario Carbone, Diego Lorenzo Allaix
Rok vydání:	2013
Předmět:	Engineering Safety factor Concrete beams business.industry Building and Construction Eurocode Structural engineering Reinforced concrete Nonlinear system Mechanics of Materials General Materials Science business Design values Civil and Structural Engineering
Zdroj:	Structural Concrete. 14:29-42
ISSN:	1464-4177
DOI:	10.1002/suco.201200017
Popis:	Semi-probabilistic safety formats for the non-linear analysis of reinforced concrete structures are of practical interest for structural designers. The safety format proposed in EN 1992-2 enables a safety assessment through a non-linear structural analysis and the application of a global safety factor, which is defined as the ratio between the representative and design values of the material resistances. A more realistic estimate of the global safety factor can be obtained from the distribution of the structural response. This paper proposes a safety format based on the mean values of the material resistances and a global resistance factor. Its practical application in the structural design of concrete beams and columns is also presented.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0274f68f0b9e44c9e9cea8377ce82232 https://doi.org/10.1002/suco.201200017 Zobrazit plný text záznamu Plný text ve formátu PDF