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Limit analysis of non-periodic masonry by means of Discontinuity Layout Optimization (2022)

First Author: Schiantella M

Attributed to: Exploiting the resilience of masonry arch bridge infrastructure: a 3D multi-level modelling framework funded by EPSRC

Abstract

No abstract provided

Bibliographic Information

Digital Object Identifier: http://dx.doi.org/10.23967/eccomas.2022.168

Publication URI: https://api.elsevier.com/content/abstract/scopus_id/85146921405

Type: Conference/Paper/Proceeding/Abstract