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Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower (2021)

First Author: Ferrante A

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/10.1016/j.engstruct.2020.111626

Publication URI: http://dx.doi.org/10.1016/j.engstruct.2020.111626

Type: Journal Article/Review

Parent Publication: Engineering Structures