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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY
Edited by:
Paper 75

Non-Standard Limit Analysis of Three-Dimensional Masonry Systems subjected to Out-of-Plane Loading

C. Casapulla, F. Portioli and L. Cascini

Department of Structures for Engineering and Architecture, University of Naples Federico II, Italy

Full Bibliographic Reference for this paper
C. Casapulla, F. Portioli, L. Cascini, "Non-Standard Limit Analysis of Three-Dimensional Masonry Systems subjected to Out-of-Plane Loading", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 75, 2014. doi:10.4203/ccp.106.75
Keywords: limit analysis, out-of-plane behaviour, non-associative friction, macroblock modelling..

Summary
Two classes of out-of-plane failure modes of a masonry system composed of a façade wall connected with two sidewalls are investigated. These involve rocking, sliding, torsion failure and combinations of them. A rigid-perfectly plastic model with dry contact interfaces governed by Coulomb failure criterion is assumed for masonry walls. The macro-block modelling approach and the solution procedure adopted for the non-standard limit analysis are based on the assumption that all the possible relative motions among micro-blocks are concentrated along the cracks. Two limiting conditions for the ultimate load factor are kinematically computed by use of minimization routines. The influence of some geometrical parameters on the global resistance and the presence of an unrestrained horizontal floor system with different orientations are also investigated.

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