Computational Modelling Of Damage Accumulation In Unreinforced Masonry Dutch Constructions Subjected To Induced Seismicity
This paper aims to quantify the cumulative damage of unreinforced masonry (URM) subjected to induced seismicity. A numerical model based on discrete element method (DEM) has been develop and was able to represented masonry wall panels with and without openings; which are common typologies of domestic houses in the Groningen gas field in the Netherlands. Within DEM, masonry units were represented as a series of discrete blocks bonded together with zero-thickness interfaces, representing mortar, which can open and close according to the stresses applied on them. Initially, the numerical model ha... Mehr ...
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Dokumenttyp: | Proceedings Paper |
Erscheinungsdatum: | 2019 |
Verlag/Hrsg.: |
Society for Earthquake and Civil Engineering Dynamics
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Sprache: | Englisch |
Permalink: | https://search.fid-benelux.de/Record/base-26635825 |
Datenquelle: | BASE; Originalkatalog |
Powered By: | BASE |
Link(s) : | https://eprints.whiterose.ac.uk/149964/ |