Journals / Challenge Journal of Structural Mechanics / 2021 / Cilt: 7 - Sayı: 1

Strengthening and performance assessing historical cinema hall balcony according to new Turkish Earthquake Code

Pages
27–41
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

It was concluded that there were great damages especially on the balcony columns and a reinforcement should be made on a total of 6 columns.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Strengthening historical buildings and evaluating their performances make great contributions to both the history of the country and the tourism of the country.
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Key Findings & Data:In this study, performance analysis and evaluations of the historical cinema hall bal-cony, which was built in 1933 by a French company and served to Zonguldak prov-ince for a long time, are presented in detail.
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Conclusion & Impact:It was concluded that there were great damages especially on the balcony columns and a reinforcement should be made on a total of 6 columns.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Özet

Strengthening historical buildings and evaluating their performances make great contributions to both the history of the country and the tourism of the country. In this study, performance analysis and evaluations of the historical cinema hall bal-cony, which was built in 1933 by a French company and served to Zonguldak prov-ince for a long time, are presented in detail. This cinema hall was frequently used by local people between 1933 and 1999 and hosted many Yeşilçam movies. Firstly, ex-aminations were performed in the historical cinema hall and the areas (columns, beams and floors) that were damaged in time were identified. According to the ob-tained information, it was determined that there were significant damages in the car-rier system of the building and there were visible cracks and damages in the columns of the cinema hall. It was also observed that explosions occurred in one of the main carrier columns of the balcony. After the core samples taken from the balcony were tested in the laboratory, the currentstatus of the carrier elements and reinforce-ments were determined with the help of an x-ray rebar scanner. After all these pro-cesses, the structure was modeled as three dimensional (3D) using a special com-puter program and performance evaluations were performed regarding the current state of the structure. As a result of the performance evaluation, it was determined that the balcony of the historical cinema hall could not survive anymore and would collapse over time. It was concluded that there were great damages especially on the balcony columns and a reinforcement should be made on a total of 6 columns. Strengthening was made to 4 different main columns and a performance analysis was performed again in strengthened structure. After strengthening, it was understood that the columns of the balcony of the cinema hall could survive for a long time.

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Cite This Article

KARALAR, M., ÇAVUŞLİ, M. (2021). Strengthening and performance assessing historical cinema hall balcony according to new Turkish Earthquake Code. Challenge Journal of Structural Mechanics, Cilt: 7 - Sayı: 1, 27–41. https://ajindex.com/articles/213696

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References (9)

  1. Aigwi IE, Egbelakin T, Ingham J, Phipps R, Rotimi J, Filippova O (2019). A performance-based framework to prioritise underutilised historical buildings for adaptive reuse interventions in New Zealand. Sustainable Cities and Society, 48, 101547. Arıoğlu E, Anadol K, Arıoğlu AÜ (2007). Uluslararası deprem mühendisliği açısından önemli bir olgu ve kayıp: “Güçlendirilmiş Adapazarı Vilayet Binası”. Tarihi Eserlerin Güçlendirilmesi ve Geleceğe Güvenle Devredilmesi Sempozyumu, 27-29 September 2007, 241-254.
  2. Aydın AP, Kul FN, Dönmez C, Erberik A (2015). Urla eski Tekel Binası (Arditi Köşkü): Yangın öncesi durum ve yapısal iyileştirmegüçlendirme kararları. 5. Tarihi Eserlerin Güçlendirilmesi ve Geleceğe Güvenle Devredilmesi Sempozyumu, 1-3 October 2015, 13-28.
  3. Cakir F, Uckan E, Shen J, Seker BS, Akbas B (2015). Seismic damage evaluation of historical structures during Van earthquake, October 23, 2011. Engineering Failure Analysis, 58, 249-266.
  4. Ercan E (2018). Assessing the impact of retrofitting on structural safety in historical buildings via ambient vibration tests. Construction and Building Materials, 164, 337-349.
  5. Günaydın M (2019). Seismic performance evaluation of a fire-exposed historical structure using an updated finite element model. Engineering Failure Analysis, 106, 104149. Karaton M, Aksoy HS, Sayın E, Calayır Y (2017). Nonlinear seismic performance of a 12th century historical masonry bridge under different earthquake levels. Engineering Failure Analysis, 79, 408-421.
  6. Kasapgil M (2007). Adana Ulucami minaresi güçlendirme çalışması. Tarihi Eserlerin Güçlendirilmesi ve Geleceğe Güvenle Devredilmesi Sempozyumu, 27-29 September 2007, 219-224.
  7. Kasapgil ME (2007). Eski eserlerde, yığma duvarların, kubbelerin, tonozların ve temellerin enjeksiyon reçineleri ve ankraj sistemleriyle güçlendirilmesi. Tarihi Eserlerin Güçlendirilmesi ve Geleceğe Güvenle Devredilmesi Sempozyumu, 27-29 September 2007, 215-218.
  8. Korkmaz M, Ozdemir MA, Kavali E, Cakir F (2018). Performance-based assessment of multi-story unreinforced masonry buildings: The case of historical Khatib School in Erzurum, Turkey. Engineering Failure Analysis, 94, 195-213.
  9. Mahrebel HA (2006). Tarihi Yapılarda Taşıyıcı Sistem Özellikleri, Hasarlar, Onarım ve Güçlendirme Teknikleri. M.Sc. thesis, İstanbul Technical University, Turkey. Onat O, Sayın E (2015). Tarihi Tağar Köprüsünün doğrusal olmayan sismik analizi. 5. Tarihi Eserlerin Güçlendirilmesi ve Geleceğe Güvenle Devredilmesi Sempozyumu, 1-3 October 201