Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Yıl 2024, , 279 - 300, 28.03.2024

Mustafa Esat Coşkun , Şenol Gürsoy , Zehra Şule Garip

https://doi.org/10.18185/erzifbed.1196037

Öz

Earthquakes that frequently occur in Turkey may cause structural damage in structures, and/or existing structures cannot provide the new earthquake code requirements. This matter requires us to check the static suitability of existing structures and strengthen them when necessary. In this article, a comparative evaluation of two different strengthening projects, which are considered to be implemented in Kalaycılar primary school in Yenice district of Karabük province, according to 2007 and 2019 Turkish earthquake regulations, is made. For this purpose, the survey projects of the said school building were first prepared, and laboratory experiments were carried out according to the level of comprehensive knowledge. Then, according to the findings obtained from the laboratory experiments, the performance analyses of the school building in question were made according to the 2007 and 2019 Turkish earthquake regulations. According to carried out the performance analyses, two different strengthening projects prepared for the school building have presented some results and suggestions by comparing the 2007 and 2019 Turkish earthquake regulations.

Anahtar Kelimeler

Reinforced concrete buildings, repair-strengthening, performance analysis

Kaynakça

• [1] Gürsoy, Ş., Öz, R. & Baş, S., (2015). Investigation of the Effect of Weak-Story on Earthquake Behavior and Rough Construction Costs of RC Buildings, Computers and Concrete, 16 (1), 141-161.
• [2] Gürsoy, Ş., (2013). Farklı Rijitleştirici Elemanlara Sahip Binaların Depreme Göre Maliyetlerinin Karşılaştırılması, Journal of the Faculty of Engineering and Architecture of Gazi University, 28 (3), 533-544.
• [3] Garip, Z.Ş. & Erhan, E., (2022). Perde Duvarlı ve Çerçeveli Betonarme Binalarda Deprem Tasarım Sınıflarının Bina Maliyetine Etkisi, Düzce Üniversitesi Bilim ve Teknoloji Dergisi, 10 (2): 700-715.
• [4] Tunç, G. & Tanfener, T., (2021). Reinforced Concrete Design of Tall Buildings According to the Turkish Earthquake Code, Erzincan University Journal of Science and Technology, 14 (1), 27-40.
• [5] Sta4-CAD, (2021). Structural Analysis for Computer Aided Design, ver.14.1. STA Bilgisayar Mühendislik ve Müşavirlik San. ve Tic. Ltd. Şti, www.sta.com.tr
• [6] SBBSZ, (2007). Specification for Buildings to be Built in Seismic Zones, Ministry of Public Works and Settlement Government of Republic of Turkey, Ankara, Turkey.
• [7] TBER, (2019), Turkish Building Earthquake Regulation, Disaster and Emergency Management Presidency, Ankara, Turkey.
• [8] Coşkun, M.E., (2022). Betonarme Okul Binalarında Güçlendirme İlkelerinin 2007 ve 2019 Türk Deprem Yönetmeliklerine Göre Karşılaştırılması, Yüksek Lisans Tezi, Karabük Üniversitesi Lisansüstü Eğitim Enstitüsü, Karabük.
• [9] TS-498, (1997). Calculation Values of Loads to be Taken in the Dimensioning of Structural Elements, Turkish Standards Institute, Ankara, Turkey. (in Turkish).
• [10] TS500, (2000). Requirements for Design and Construction of Reinforced Concrete Structures, Turkish Standards Institute, Ankara, Turkey. (in Turkish).
• [11] Mutlu, A.H., (2015). Mevcut Yapıların Güçlendirilmesi ya da Yıkılmasına Karar Verilmesi Aşamasında Göz Önüne Alınması Gereken Kriterler, 3. Türkiye Deprem Mühendisliği ve Sismoloji Konferansı, 14-16 Ekim, İzmir, 1-5.