Application of the NSCD method to analyse the dynamic behaviour of stone arched structures

DOI10.1016/j.ijsolstr.2008.07.034zbMath1168.74411OpenAlexW1984331769MaRDI QIDQ838541

Marc Vinches, Claude Bohatier, Ali Rafiee

Publication date: 26 August 2009

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2008.07.034

zbMATH Keywords

discrete modelearthquakemasonryarched structureNSCD method

Mathematics Subject Classification ID

Friction in solid mechanics (74M10) Contact in solid mechanics (74M15) Thin bodies, structures (74K99) Seismology (including tsunami modeling), earthquakes (86A15)

Related Items (1)

The role of frictional contact of constituent blocks on the stability of masonry domes

Uses Software

• LMGC90

Cites Work

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• Discontinuous modelling of masonry bridges
• A parallel version of the non-smooth contact dynamics algorithm applied to the simulation of granular media
• The non-smooth contact dynamics method
• Three-dimensional limit analysis of rigid blocks assemblages. I: torsion failure on frictional interfaces and limit analysis formulation
• Three-dimensional limit analysis of rigid blocks assemblages. II: Load-path following solution procedure and validation
• Numerical investigations of fault propagation and forced-fold using a non smooth discrete element method
• An Analysis of the Carrier-Sense Multiple-Access Protocol
• Non-smooth contact dynamics approach of cohesive materials

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