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A Rigid-Beam-Model for studying the dynamic behaviour of cantilever masonry walls (2021)

First Author: Baraldi D

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.istruc.2021.05.095

Publication URI: http://dx.doi.org/10.1016/j.istruc.2021.05.095

Type: Journal Article/Review

Parent Publication: Structures