Numerical modeling of historic masonry structures

Panagiotis G. Asteris, Vagelis Plevris, Vasilis Sarhosis, L. Papaloizou, Amin Mohebkhah, Petros Komodromos

Research output: Chapter in Book/Report/Conference proceedingChapterpeer-review

39 Citations (Scopus)


The majority of historical and heritage structures around the world consist of unreinforced masonry walls. A masonry structure is composed of masonry units, such as brick or marble blocks, with or without a joint filling material, such as mortar. A masonry with a joint material is usually made of two different materials (i.e. masonry units and mortar), representing a non-homogeneous and anisotropic structural component. In other words, masonry is a discontinuous structural component whose deformations and failure mechanism are governed by its blocky behavior. Some ancient masonry structures, such as ancient columns and colonnades, are constructed without any form of joint material between the individual blocks. Therefore, the isotropic elastic continuum-based models are not suitable for the simulation of the real nonlinear behavior of masonry walls under applied load.

Original languageEnglish
Title of host publicationHandbook of Research on Seismic Assessment and Rehabilitation of Historic Structures
PublisherIGI Global
Number of pages44
ISBN (Electronic)9781466682870
ISBN (Print)1466682868, 9781466682863
Publication statusPublished - 13 Jul 2015


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