Multi-Hinge Failure Mechanisms of Masonry Arches Subject to Self-Weight as Derived from Minimum Thickness Analysis-Reference-Cited by-同舟云学术

Multi-Hinge Failure Mechanisms of Masonry Arches Subject to Self-Weight as Derived from Minimum Thickness Analysis

Published:2022-06-28 Issue: Volume: Page:1-29
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Gáspár Orsolya¹^ORCID,Sajtos István¹^ORCID,Sipos András A.²^ORCID

Affiliation:

1. Department of Mechanics, Materials and Structures, Budapest University of Technology and Economics, Budapest, Hungary

2. Morphodynamics Research Group, Budapest University of Technology and EconomicsDepartment of Morphology and Geometric Modeling & MTA-BME, Budapest, Hungary

Funder

National Research, Development and Innovation Office

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Link

https://www.tandfonline.com/doi/pdf/10.1080/15583058.2022.2084702

Reference39 articles.

1. https://mcid.mcah.columbia.edu/art-atlas/mapping-gothic/ Retrieved 12 07 2021

2. https://www.tracingthepast.org.uk/ Retrieved12 07 2021

3. Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method

4. Minimum thickness of elliptical masonry arches

5. Singular stress fields in masonry structures: Derand was right

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. Finite-friction least-thickness self-standing domains of symmetric circular masonry arches;Structures;2024-08

2. Limit Load and Collapse Mechanism of Spatial Arched Structures;International Journal of Architectural Heritage;2024-06-21

3. A data-driven, machine learning scheme used to predict the structural response of masonry arches;Engineering Structures;2023-12