Structural Safety Control of Masonry Buildings: Non-Linear Static Seismic Analysis with a Non-Linear Shear Strength Criterion

Foti, D.; Debernardis, M.; Paparella, V.

doi:10.4203/ccp.99.123

The present paper has the purpose to compare the shear strength obtained using the values proposed by the code for a level of knowledge LC3 [1,2] of a masonry structure with those experimentally obtained from the mechanical tests with flat jacks and the compression tests on stone elements. The shear strength criterion of Mohr-Coulomb has been utilized, applying for the cohesion and friction angle the values obtained by the non-linear criterion of Hoek-Brown for rock masses [3]. For the last criterion an analogy has been assumed between rock mass and masonry; it has been properly adapted to the specific case of masonry structure examined in the paper.

Autori:	Foti, Dora Debernardis, M. Paparella, V. mostra contributor esterni nascondi contributor esterni
Titolo:	Structural Safety Control of Masonry Buildings: Non-Linear Static Seismic Analysis with a Non-Linear Shear Strength Criterion
Data di pubblicazione:	2012
Nome del convegno:	11th International Conference on Computational Structures Technology, CST 2012
ISBN:	978-1-905088-54-6
Digital Object Identifier (DOI):	http://dx.doi.org/10.4203/ccp.99.123
Appare nelle tipologie:	4.1 Contributo in Atti di convegno

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http://hdl.handle.net/11589/18081

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