Failure analysis and structural resilience of a masonry arch Bridge subjected to blast loads: The Case study, Halilviran Bridge-Reference-Cited by-同舟云学术

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Failure analysis and structural resilience of a masonry arch Bridge subjected to blast loads: The Case study, Halilviran Bridge

Published:2024-09-11 Issue: Volume: Page:1-24
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Bagherzadeh Azar Amin¹^ORCID,Sari Ali²^ORCID

Affiliation:

1. Institute of Earthquake Engineering and Disaster Management, Istanbul Technical University, ITU Ayazaga Campus, 34469 Maslak, Istanbul, Turkey

2. Faculty of Civil Engineering, Istanbul Technical University, ITU Ayazaga Campus, 34469 Maslak, Istanbul, Turkey

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2024.2400245

Reference27 articles.

1. Transient bending properties of the FG concrete structures as the main part of bridge construction under external mechanical loading

2. A proposed model to investigate the dynamic response of stay cables with viscous damper

3. A moving mesh FE methodology for vehicle–bridge interaction modeling

4. An analytical approach for dynamic response of viscoelastic annular sector plates

5. Structural health monitoring on a steel-concrete composite continuous bridge during construction and vehicle load tests

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