Modal properties variation and collapse assessment of masonry arch bridges under scour action-Reference-Cited by-同舟云学术

Modal properties variation and collapse assessment of masonry arch bridges under scour action

Published:2019-11 Issue: Volume:199 Page:109665
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Scozzese Fabrizio,Ragni Laura,Tubaldi Enrico,Gara Fabrizio

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Scour manual;Hoffmans,2017

2. Bridge scour;Melville,2000

3. Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour;Tubaldi;Eng Struct,2018

4. Multi-temporal SAR interferometry reveals acceleration of bridge sinking before collapse;Sousa;Nat Hazards Earth Syst Sci,2013

5. Gavin K, Obrien EJ. Sustainable Maintenance and Analysis of Rail Transport Infrastructure (SMART rail) Railway bridge safety and condition assessment View project Smart Rail View project; 2012.

Cited by 81 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. Fragility evaluation of bridge shallow foundation piers under floods by coupling simulation in structural and hydraulic fields;Ocean Engineering;2024-11

2. Damaged masonry arch bridges strengthened with external post-tensioning: Experimental and numerical results;Engineering Structures;2024-11

3. Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods;Journal of Bridge Engineering;2024-08

4. The 3D response of a large-scale masonry arch bridge – Part II: Performance at failure;Engineering Structures;2024-08

5. Condition Monitoring of Railway Bridges Using Vehicle Pitch to Detect Scour;Sensors;2024-03-05