Monitoring the changes in the dynamic properties of an RC building experiencing column loss Article Swipe
YOU?
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· 2024
· Open Access
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· DOI: https://doi.org/10.1007/s13349-024-00783-z
In this study, an existing six-storey reinforced concrete building with an asymmetric structural plan and soft storey irregularity was used as a test specimen and subjected to three-step progressive structural damages to detect the variations in its dynamic properties. Mode shapes and dominant frequencies of the undamaged building were determined by the ambient vibration survey (AVS) and it was seen that its first three modes were torsion coupled. Besides, soft storey irregularity was evident due to the lack of masonry infill walls on its ground floor. Later on, three-step progressive damages were applied to the building. The first step targeted three columns and one beam of the building, located on a corner region of its ground floor to peel off their clear covers. The second step razed two adjacent corner columns which were already moderately damaged in the first step, while the third step knocked the third moderately damaged column down. After each damage step, AVS was repeated with the same details as applied for the undamaged building. The obtained dynamic properties for the four phases of the building were evaluated with the sustained damage. Numerical analyses with the finite element model of the building representing its four different phases were also performed and the unique responses due to damage effects on the structure were investigated numerically. As a result of induced damage, the quantified amount of frequency change in modes and the new mode observed after particularly column loss scenarios can be utilized for efficient structural health-monitoring strategies of plan-asymmetric buildings and post-earthquake assessment of partially damaged buildings where timely objective assessment is important.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1007/s13349-024-00783-z
- https://link.springer.com/content/pdf/10.1007/s13349-024-00783-z.pdf
- OA Status
- hybrid
- Cited By
- 3
- References
- 35
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4393201868
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4393201868Canonical identifier for this work in OpenAlex
- DOI
-
https://doi.org/10.1007/s13349-024-00783-zDigital Object Identifier
- Title
-
Monitoring the changes in the dynamic properties of an RC building experiencing column lossWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2024Year of publication
- Publication date
-
2024-03-26Full publication date if available
- Authors
-
Fuat Aras, F. Necati ÇatbaşList of authors in order
- Landing page
-
https://doi.org/10.1007/s13349-024-00783-zPublisher landing page
- PDF URL
-
https://link.springer.com/content/pdf/10.1007/s13349-024-00783-z.pdfDirect link to full text PDF
- Open access
-
YesWhether a free full text is available
- OA status
-
hybridOpen access status per OpenAlex
- OA URL
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https://link.springer.com/content/pdf/10.1007/s13349-024-00783-z.pdfDirect OA link when available
- Concepts
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Infill, Structural engineering, Masonry, Ambient vibration, Torsion (gastropod), Normal mode, Vibration, Ground floor, Structural health monitoring, Finite element method, Column (typography), Progressive collapse, Floor plan, Reinforced concrete, Materials science, Geology, Engineering, Civil engineering, Acoustics, Connection (principal bundle), Engineering drawing, Surgery, Physics, MedicineTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
3Total citation count in OpenAlex
- Citations by year (recent)
-
2025: 3Per-year citation counts (last 5 years)
- References (count)
-
35Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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| publication_year | 2024 |
| referenced_works | https://openalex.org/W2046947189, https://openalex.org/W2102988035, https://openalex.org/W3159599950, https://openalex.org/W1989095519, https://openalex.org/W1976769334, https://openalex.org/W2993906652, https://openalex.org/W4299524557, https://openalex.org/W2091162027, https://openalex.org/W1963881399, https://openalex.org/W2123205431, https://openalex.org/W2068312239, https://openalex.org/W2033004856, https://openalex.org/W2226592032, https://openalex.org/W2036445262, https://openalex.org/W2492862253, https://openalex.org/W2904739791, https://openalex.org/W2765384851, https://openalex.org/W2001294196, https://openalex.org/W2122820382, https://openalex.org/W1965762199, https://openalex.org/W2027976741, https://openalex.org/W3016123475, https://openalex.org/W2799282208, https://openalex.org/W2766039482, https://openalex.org/W2791516285, https://openalex.org/W2053063140, https://openalex.org/W2055738215, https://openalex.org/W2797157646, https://openalex.org/W2068241292, https://openalex.org/W2075639760, https://openalex.org/W2057544289, https://openalex.org/W2112084106, https://openalex.org/W3133396173, https://openalex.org/W4386889991, https://openalex.org/W2560829562 |
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| corresponding_author_ids | https://openalex.org/A5029633616 |
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