Formulating the in-plane frictional resistances and collapse mechanisms for multi-storey masonry block walls

In this paper a macro-block model accounting for frictional resistances is presented to assess the lateral strength of a multi-storey masonry block wall. The kinematic approach of limit analysis is used to define the load factor causing the onset of rocking-sliding mechanism under in-plane horizonta...

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Bibliographic Details
Main Authors: L.U. Argiento, A. Maione, C. Casapulla
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2018-10-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero46/numero_46_art_21.pdf