Mathematical Research Data Initiative
Main page
Recent changes
Random page
Help about MediaWiki
Create a new Item
Create a new Property
Merge two items
In other projects
MaRDI portal item
Discussion
View source
View history
Purge
English
Log in

Discontinuous modelling of masonry bridges

From MaRDI portal
Publication:1419998
Jump to:navigation, search

DOI10.1007/S00466-002-0393-0zbMath1038.74588OpenAlexW1966644027MaRDI QIDQ1419998

Nenad Bićanić, Colin Stirling, Chris J. Pearce

Publication date: 28 January 2004

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-002-0393-0


zbMATH Keywords

BrickworkDiscontinuous deformation analysisDiscrete elementsMasonry archMasonry bridgesStructural masonry


Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Thin bodies, structures (74K99)


Related Items (2)

Application of the NSCD method to analyse the dynamic behaviour of stone arched structures ⋮ Explicit solutions for depressed masonry arches loaded until collapse. II: A solution method for statically indeterminate systems







This page was built for publication: Discontinuous modelling of masonry bridges

Retrieved from "https://portal.mardi4nfdi.de/w/index.php?title=Publication:1419998&oldid=13586022"
Tools
What links here
Related changes
Special pages
Printable version
Permanent link
Page information
This page was last edited on 31 January 2024, at 17:17.
Privacy policy
About MaRDI portal
Disclaimers
Imprint
Powered by MediaWiki