Professional paper
https://doi.org/10.14256/JCE.3027.2020
Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes
Memduh Karalar
Mustafa Yeşil
Full text: croatian pdf 5.230 Kb
page 587-598
downloads: 147
cite
APA 6th Edition
Karalar, M. & Yeşil, M. (2022). Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes. Građevinar, 74 (07.), 587-598. https://doi.org/10.14256/JCE.3027.2020
MLA 8th Edition
Karalar, Memduh and Mustafa Yeşil. "Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes." Građevinar, vol. 74, no. 07., 2022, pp. 587-598. https://doi.org/10.14256/JCE.3027.2020. Accessed 20 May 2024.
Chicago 17th Edition
Karalar, Memduh and Mustafa Yeşil. "Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes." Građevinar 74, no. 07. (2022): 587-598. https://doi.org/10.14256/JCE.3027.2020
Harvard
Karalar, M., and Yeşil, M. (2022). 'Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes', Građevinar, 74(07.), pp. 587-598. https://doi.org/10.14256/JCE.3027.2020
Vancouver
Karalar M, Yeşil M. Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes. Građevinar [Internet]. 2022 [cited 2024 May 20];74(07.):587-598. https://doi.org/10.14256/JCE.3027.2020
IEEE
M. Karalar and M. Yeşil, "Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes", Građevinar, vol.74, no. 07., pp. 587-598, 2022. [Online]. https://doi.org/10.14256/JCE.3027.2020
Full text: english pdf 5.227 Kb
page 587-598
downloads: 190
cite
APA 6th Edition
Karalar, M. & Yeşil, M. (2022). Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes. Građevinar, 74 (07.), 587-598. https://doi.org/10.14256/JCE.3027.2020
MLA 8th Edition
Karalar, Memduh and Mustafa Yeşil. "Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes." Građevinar, vol. 74, no. 07., 2022, pp. 587-598. https://doi.org/10.14256/JCE.3027.2020. Accessed 20 May 2024.
Chicago 17th Edition
Karalar, Memduh and Mustafa Yeşil. "Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes." Građevinar 74, no. 07. (2022): 587-598. https://doi.org/10.14256/JCE.3027.2020
Harvard
Karalar, M., and Yeşil, M. (2022). 'Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes', Građevinar, 74(07.), pp. 587-598. https://doi.org/10.14256/JCE.3027.2020
Vancouver
Karalar M, Yeşil M. Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes. Građevinar [Internet]. 2022 [cited 2024 May 20];74(07.):587-598. https://doi.org/10.14256/JCE.3027.2020
IEEE
M. Karalar and M. Yeşil, "Examination of masonry arch bridge’s life-cycle assessment under far-fault earthquakes", Građevinar, vol.74, no. 07., pp. 587-598, 2022. [Online]. https://doi.org/10.14256/JCE.3027.2020
Abstract
The goal of this study is to examine the historical masonry arch bridge’s static and dynamic behavior using far-field fault earthquakes. The first step is to build a finite element model with ANSYS and SAP2000. This is done to see if the greatest possible displacements, primary stresses, and elastic strains compare. From above, the belt’s upper side appears to be vital for damage. Furthermore, a historical masonry arch bridge’s life cycle assessment is also researched and observed, which results in increased stress and strain values for the bridge, causing its expected life span to be drastically reduced.
Keywords
historical masonry arch bridge; far fault earthquakes; ANSYS; SAP2000; finite element method
Hrčak ID:
281717
URI
https://hrcak.srce.hr/281717
Publication date:
31.8.2022.
Article data in other languages:
croatian
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