Numerical simulation files of tilting tests on perforated masonry shear walls

integration_instructionsResearch softwarekeyboard_double_arrow_right Software 01 Jan 2022Embargo end date: 01 Jan 2023Publisher:ZenodoFunded by:EC | STAND4HERITAGE

Authors: Savalle, Nathanaël; Lourenço, Paulo B.;

doi: 10.5281/zenodo.5779098 , 10.5281/zenodo.5779099

Numerical simulation files of tilting tests on perforated masonry shear walls

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Abstract

This record gathers all the files used to generate the numerical results presented in the publication entitled: "Joint stiffness influence on the first-order seismic capacity of dry-joint masonry structures: numerical DEM investigations." [1]. It encompasses: - Geometrical models used in Rhinoceros3D - Python code to create folders - FISH files used to simulate the models. Please refer to the associated publication for complete understanding. The code used is freely made available for any use, given appropriate acknowledgement. [1] Savalle, N., Louren��o, P. B., Milani, G., "Joint stiffness influence on the first-order seismic capacity of dry-joint masonry structures: numerical DEM investigations", Applied Sciences, 12(4), 2108.

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University of Minho
Portugal

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