Simplified Micro-Modeling of a Masonry Cross-Vault for Seismic Assessment Using the Distinct Element Method-Reference-Cited by-同舟云学术

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Simplified Micro-Modeling of a Masonry Cross-Vault for Seismic Assessment Using the Distinct Element Method

Published:2023-11-09 Issue: Volume: Page:1-34
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Oktiovan Y.P.¹^ORCID,Davis L.²^ORCID,Wilson R.³^ORCID,Dell’Endice A.⁴^ORCID,Mehrotra A.¹^ORCID,Pulatsu B.³^ORCID,Malomo D.²^ORCID

Affiliation:

1. Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands

2. Department of Civil Engineering, McGill University, Montreal, Canada

3. Department of Civil and Environmental Engineering, Carleton University, Ottawa, Canada

4. Institute of Technology in Architecture, ETH Zurich, Zurich, Switzerland

Funder

Natural Sciences and Engineering Research Council of Canada

Centre d’études interuniversitaire des structures sous charges extrêmes

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Link

https://www.tandfonline.com/doi/pdf/10.1080/15583058.2023.2277328

Reference55 articles.

1. A parametric model for ribbed masonry vaults

2. Learning from Construction Failures due to the 2009 L’Aquila, Italy, Earthquake

3. Robotically controlled scale-model testing of masonry vault collapse

4. Crack growth in masonry: Numerical analysis and sensitivity study for discrete and smeared crack modelling

5. Research and practice on masonry cross vaults – A review

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A contact-based constitutive model for the numerical analysis of masonry structures using the distinct element method;Computers & Structures;2024-10

2. Discontinuum models for the structural and seismic assessment of unreinforced masonry structures: a critical appraisal;Structures;2024-04

3. Shaking Table Testing of an Unstrengthened and Strengthened with Textile Reinforced Mortar (TRM) Full-Scale Masonry Cross Vault;International Journal of Architectural Heritage;2024-01-19

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