A contact-based constitutive model for the numerical analysis of masonry structures using the distinct element method-Reference-Cited by-同舟云学术

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A contact-based constitutive model for the numerical analysis of masonry structures using the distinct element method

Published:2024-10 Issue: Volume:303 Page:107499
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Oktiovan Y.P.^ORCID,Messali F.,Pulatsu B.,Lemos J.V.,Rots J.G.

Publisher

Elsevier BV

Reference81 articles.

1. Studies on brick masonry under compression;Dajun;Mater Struct,1997

2. Features and seismic response of large masonry structures: a case study of Singh Durbar main building, Nepal;Parajuli,2021

3. Prevalence of New Zealand's unreinforced masonry buildings;Russell;Bull N Z Soc Earthq Eng,2010

4. Traditional earth construction in Latin America: a review on the construction systems and reinforcement strategies;Baquedano,2021

5. Modeling strategies for the computational analysis of unreinforced masonry structures: review and classification;D'Altri;Arch Comput Methods Eng,2020

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