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Yığma Yapılarda Güçlendirme Tekniklerinin Koruma İlkeleri ile İlişkilendirilmesi ve Mardin Tarihi Dokusunda Değerlendirilmesi

Yıl 2024, Erken Görünüm, 1 - 1
https://doi.org/10.29109/gujsc.1497946

Öz

Tarihi yapılar, deprem, kuvvetli rüzgâr, patlama gibi güçlü dış yüklere karşı savunmasız olduğundan, son yıllarda yığma yapılar ve elemanları için farklı güçlendirme yaklaşımları geliştirilmiştir. Yapıya uygulanacak en uygun güçlendirme yöntemini belirlemek için her bir tekniğin avantaj ve dezavantajlarının kapsamlı biçimde değerlendirilmesi gerekmektedir. Bu çalışma, farklı güçlendirme yöntemlerinin karşılaştırılmasını ve etkinliklerinin değerlendirilmesini amaçlamaktadır. Çalışmada sistematik literatür taraması, verilerin analizi ve koruma tüzüklerinin incelenmesi olmak üzere toplam 3 aşamalı bir metodoloji izlenmiştir. İlk aşamada, literatür taraması ile tarihi yapıların güçlendirilmesi konusunda ilgili önemli mevcut kaynaklara yer verilmiş ve önemli bir veri sunulmuştur. İkinci aşamada elde edilen sonuçlara ait veriler tablolaştırılmıştır. Son aşamada ise uluslararası koruma tüzükleri kapsamında geçen güçlendirme maddeleri ortaya konmuş ve tarihi yığma yapılara uygulanabilecek güçlendirme tekniklerinin değerlendirmelerine yer verilmiştir. Bu değerlendirmeler ile birlikte önemli kültürel miras eserlerine sahip Mardin’deki tarihi yapıların durumu analiz edilmiştir. Çalışmada, tarihi yığma yapılarının güçlendirilmesinde teknolojik gelişmeler ile birlikte uygun müdahalelerin gerçekleştirilmesinin analiz ve deneyler ile mümkün olduğu; Mardin tarihi dokusunda güçlendirme tekniklerine ihtiyaç duyulan birçok yığma yapı stoğunun var olduğu vurgulanmaktadır. Sonuç olarak, inşa edildiği döneme ait değerlerin nesiller arası aktarımında kritik öneme sahip olan mimari miras yapılarının gerektiği durumlarda uygun güçlendirme stratejileri ve projeler ile korunması büyük önem arz etmektedir.

Kaynakça

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Evaluation of technical approaches in the retrofitting of historical buildings in association with conservation principles and Mardin's historical heritage

Yıl 2024, Erken Görünüm, 1 - 1
https://doi.org/10.29109/gujsc.1497946

Öz

Since historical buildings are vulnerable to strong external loads such as earthquakes, strong winds and explosions, different seismic retrofitting approaches have been developed and applied for masonry structures in recent years. This study aims to compare different retrofitting methods and to evaluate their effects and effectiveness. The study was based on a 3-stage methodology: systematic literature review, data analysis and examination of conservation regulations. Firstly, a literature review was conducted to analyse the existing literature on the retrofitting of historical buildings. In the second stage, the data of the results obtained were analysed in tables. In the last stage, the retrofitting articles within the scope of international conservation regulations are presented and the retrofitting techniques that can be applied to historical masonry structures. The condition of historical buildings possessing significant cultural heritage in Mardin was systematically analyzed. The study empirically demonstrated the feasibility of reinforcing historical masonry structures through appropriate interventions combined with technological advancements. Furthermore, it was emphasized that Mardin's historical heritage contains a substantial inventory of masonry buildings requiring retrofitting techniques. In conclusion, the development of reinforcement projects was deemed necessary for architectural heritage structures under threat of demolition.

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  • [96] Yardim Y., Lalaj O., Shear strengthening of unreinforced masonry wall with different fiber reinforced mortar jacketing. Construction and Building Materials, 102 (2016) 149-154. https://doi.org/10.1016/j.conbuildmat.2015.10.095
  • [97] Darbhanzi A., Marefat M., Khanmohammadi M., Investigation of in-plane seismic retrofit of unreinforced masonry walls by means of vertical steel ties. Construction and Building Materials, 52 (2014) 122-129. https://doi.org/10.1016/j.conbuildmat.2013.11.020
  • [98] Spina G., Ramundo F., Mandara A., Masonry strengthening by metal tie-bars, a case study. Paper presented at the Structural Analysis of Historical Constructions. 4th International Seminar on Structural Analysis of Historical Constructions, Padova, İtalya, (2004).
  • [99] Ural A., Fırat FK., Tuğrulelçi Ş., Kara ME., Experimental and numerical study on effectiveness of various tie-rod systems in brick arches. Engineering Structures, 110 (2016) 209-221. https://doi.org/10.1016/j.engstruct.2015.11.038
  • [100] Tanriverdi S., Yavuz C., Investigation of the effects of clamp depths on the flexural behavior of walls in masonry walls. Construction and Building Materials, 393 (2023) 132081. https://doi.org/10.1016/j.conbuildmat.2023.132081
  • [101] Çelik T., Tanrıverdi Ş., Ural A., Fırat FK., Yığma yapılarda kullanılan kenetlerin yapı davranışına etkilerinin incelenmesi. Afyon Kocatepe Üniversitesi Fen Ve Mühendislik Bilimleri Dergisi, 21(3) (2021) 650-659. https://doi.org/10.35414/akufemubid.874494
  • [102] Ural A., Kara ME., Uslu S., Kenet ve zıvanaların yığma duvarların kesme (kayma) davranışına etkisi, 5. Tarihi Eserlerin Güçlendirilmesi ve Geleceğe Güvenle Devredilmesi Sempozyumu, Erzurum, 537-548, (2015)
  • [103] Da Porto F., Guidi G., Dalla Benetta M., Verlato N., Combined in-plane/out-ofplane experimental behaviour of reinforced and strengthened infill masonry walls. 12th Canadian Masonry Symposium, British Columbia, Kanada, (2013).
  • [104] Martins A., Vasconcelos G., Fangueiro R., Cunha F., Experimental assessment of an innovative strengthening material for brick masonry infills. Composites Part B: Engineering, 80 (2015) 328-342. https://doi.org/10.1016/j.compositesb.2015.06.012
  • [105] Çakmak AŞ., Moropoulou A., Mullen CL., Interdisciplinary study of dynamic behavior and earthquake response of Hagia Sophia. Soil dynamics and earthquake engineering, 14(2) (1995) 125-133. https://doi.org/10.1016/0267-7261(94)00031-B
  • [106] Aydıngün GŞ., Tarih boyunca yaşanan depremler sonrası Ayasofya onarımları. Deprem Sempozyumu, Kocaeli, (2005).
  • [107] Kocaman İ., Mercimek Ö., Gürbüz M., Erbaş Y., Anıl Ö., The effect of Kahramanmaraş earthquakes on historical Malatya Yeni Mosque. Engineering Failure Analysis, 161 (2024) 108310. https://doi.org/10.1016/j.engfailanal.2024.108310
  • [108] ICOMOS. Carte Del Resturo, (1931). https://www.icomos.org.tr/Dosyalar/ICOMOSTR_tr0660878001536681682.pdf, Erişim 3 Mayıs 2024
  • [109] UNESCO. Lahey Konvansiyonu, (1954). https://unesco.org.tr/Home/Page/60?slug=Yerlerinden-Edilmiş-Kültür-Varlıkları-İhtisas-Komitesi, Erişim 3 Mayıs 2024
  • [110] ICOMOS. Venedik Tüzüğü, (1964). https://www.icomos.org.tr/Dosyalar/ICOMOSTR_tr0243603001536681730.pdf, Erişim 3 Mayıs 2024
  • [111] Kutlu İ., Şimşek D., Mardin Mimarlık Mirasında Mimarbaşı Lole'nin Rolü. İDEALKENT, 16(44) (2024) 710-746. https://doi.org/10.31198/idealkent.1456731
  • [112] Bekar İ., Kutlu I., Ergün R., Importance performance analysis for sustainability of reused historical building: Mardin Sabanci City Museum and art gallery. Open House International, 49(3) (2024) 550-573. https://doi.org/10.1108/OHI-04-2023-0080
  • [113] Semerci F., Mardin kireçtaşının yapı malzemesi olarak kullanımına yönelik analizlerinin yapılması: Kasımiye Medresesi örneği. Journal of Architectural Sciences and Applications, 2(2) (2017) 60-79.
Toplam 113 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular İnşaat Yapım Mühendisliği, Mimari Mühendislik, Yapım Teknolojileri
Bölüm Tasarım ve Teknoloji
Yazarlar

İzzettin Kutlu 0000-0002-5546-5548

Erken Görünüm Tarihi 21 Aralık 2024
Yayımlanma Tarihi
Gönderilme Tarihi 8 Haziran 2024
Kabul Tarihi 14 Kasım 2024
Yayımlandığı Sayı Yıl 2024 Erken Görünüm

Kaynak Göster

APA Kutlu, İ. (2024). Yığma Yapılarda Güçlendirme Tekniklerinin Koruma İlkeleri ile İlişkilendirilmesi ve Mardin Tarihi Dokusunda Değerlendirilmesi. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji1-1. https://doi.org/10.29109/gujsc.1497946

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