Quantification of the crack propagation and global failure mechanism of single- and multi-ring masonry arch bridges-Reference-Cited by-同舟云学术

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Quantification of the crack propagation and global failure mechanism of single- and multi-ring masonry arch bridges

Published:2024-05 Issue: Volume:306 Page:117805
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Bowen,Sarhosis Vasilis,Lemos Jose Viera

Funder

EPSRC

Publisher

Elsevier BV

Reference32 articles.

1. Masonry arch bridges: condition appraisal and remedial treatment;McKibbins,2006

2. Stochastic Load-carrying Capacity Assessment of Brick Masonry Arch Bridges;Liu,2023

3. Probability and structural reliability assessment of mortar joint thickness in load-bearing masonry walls;Mojsilović;Struct Saf,2015

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

5. Model tests on masonry arches;Royles;Proc Inst Civ Eng,1991

Cited by 1 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. The 3d response of a large-scale masonry arch bridge - part I: Performance under low and medium loading levels;Engineering Structures;2024-10

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