Investigation of the Earthquake Behavior of Historical Erzincan Çadırcı Bath and the Reasons for Its Persistence Until Today

Arzu Güncü; Asena Soyluk; Alper Çelik; Erkan Okay Mutlu

Makale detayları

Investigation of the Earthquake Behavior of Historical Erzincan Çadırcı Bath and the Reasons for Its Persistence Until Today

Yazarlar:

Arzu Güncü | Asena Soyluk | Alper Çelik | Erkan Okay Mutlu

Yayıncı:

Gazi University

Ana Başlıklar:

Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | Mimari Mühendislik | Yapı Mühendisliği

Dergi:

Politeknik Dergisi Vol.27 Issue 6, pp.2069-2078

Belge Tipi:

Makale

Yayın Tarihi:

12/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001333518

pISSN:

2147-9429

Anahtar kelimeler:

Özet:

 In this study, the earthquake behaviour of the historical Çadırcı Bathhouse in Erzincan, which is located on the North Anatolian Fault, the most active fault line of Turkey, was investigated. This historical masonry structure has preserved its structural integrity despite being exposed to two earthquakes of magnitude 7.8 in 1939 and 6.7 in 1992. In accordance with the architectural survey studies, the historical building was modelled in 3D in two different types according to shell and solid modelling techniques. According to the results of response spectrum analysis, stress and displacement distributions and modal characteristic parameters of the structure were evaluated. When the analysis results of the models created with the solid model technique and the shell model technique are compared, it is concluded that the shell modelling technique is safe in such studies, considering the analysis time and modelling difficulty. According to the results of the analyses, considering the stress distribution in the historical building elements, it is seen that the configuration characteristics of historical masonry structures are important in earthquake resistance like other building systems.

 In this study, the earthquake behaviour of the historical Çadırcı Bathhouse in Erzincan, which is located on the North Anatolian Fault, the most active fault line of Turkey, was investigated. This historical masonry structure has preserved its structural integrity despite being exposed to two earthquakes of magnitude 7.8 in 1939 and 6.7 in 1992. In accordance with the architectural survey studies, the historical building was modelled in 3D in two different types according to shell and solid modelling techniques. According to the results of response spectrum analysis, stress and displacement distributions and modal characteristic parameters of the structure were evaluated. When the analysis results of the models created with the solid model technique and the shell model technique are compared, it is concluded that the shell modelling technique is safe in such studies, considering the analysis time and modelling difficulty. According to the results of the analyses, considering the stress distribution in the historical building elements, it is seen that the configuration characteristics of historical masonry structures are important in earthquake resistance like other building systems.

 In this study, the earthquake behaviour of the historical Çadırcı Bathhouse in Erzincan, which is located on the North Anatolian Fault, the most active fault line of Turkey, was investigated. This historical masonry structure has preserved its structural integrity despite being exposed to two earthquakes of magnitude 7.8 in 1939 and 6.7 in 1992. In accordance with the architectural survey studies, the historical building was modelled in 3D in two different types according to shell and solid modelling techniques. According to the results of response spectrum analysis, stress and displacement distributions and modal characteristic parameters of the structure were evaluated. When the analysis results of the models created with the solid model technique and the shell model technique are compared, it is concluded that the shell modelling technique is safe in such studies, considering the analysis time and modelling difficulty. According to the results of the analyses, considering the stress distribution in the historical building elements, it is seen that the configuration characteristics of historical masonry structures are important in earthquake resistance like other building systems.

 Bu çalışmada Türkiyenin en aktif fay hattı olan Kuzey Anadolu Fayı üzerinde yer alan Erzincandaki Tarihi Çadırcı Hamamının deprem davranışı incelenmiştir. Bu tarihi yığma yapı, 1939da 7,8 Mw ve 1992de 6,7 Mw büyüklüğünde iki depreme maruz kalmasına rağmen yapısal bütünlüğünü korumuştur. Çalışmaya konu olan tarihi yapı mimari rölöve çalışmalarına uygun olarak kabuk ve katı modelleme tekniklerine göre iki farklı tipte 3 boyutlu olarak modellenmiştir. Tepki spektrumu analizi sonuçlarına göre yapıya ait gerilme ve yer değiştirme dağılımları ve modal karakteristik parametreler değerlendirilmiştir. Katı model tekniği ve kabuk model tekniği ile oluşturulan modellere ait analiz sonuçları karşılaştırıldığında, analiz süresi ve modelleme zorluğu da dikkate alındığında bu tür çalışmalarda kabuk modelleme tekniğinin güvenli olduğu sonucuna varılmıştır. Analiz sonuçlarına göre tarihi yapı elemanlarındaki gerilme dağılımı incelendiğinde, tarihi yığma yapıların konfigürasyon özelliklerinin diğer yapı sistemleri gibi depreme dayanıklılıkta önemli olduğu görülmüştür.

Makale detayları

Investigation of the Earthquake Behavior of Historical Erzincan Çadırcı Bath and the Reasons for Its Persistence Until Today

Yazarlar:

Arzu Güncü | Asena Soyluk | Alper Çelik | Erkan Okay Mutlu

Yayıncı:

Gazi University

Ana Başlıklar:

Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | Mimari Mühendislik | Yapı Mühendisliği

Dergi:

Politeknik Dergisi Vol.27 Issue 6, pp.2069-2078

Belge Tipi:

Makale

Yayın Tarihi:

12/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001333518

pISSN:

2147-9429

Historical bath

masonry building

dynamic behavior

finite element analysis

building configurationTarihi hamam

yığma yapı

dinamik davranış

sonlu elemanlar analizi

bina konfigürasyonu

Sayı

Makale detayları

Yazarlar: Arzu Güncü | Asena Soyluk | Alper Çelik | Erkan Okay Mutlu

Yayıncı: Gazi University

Ana Başlıklar: Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | Mimari Mühendislik | Yapı Mühendisliği

Dergi: Politeknik Dergisi Vol.27 Issue 6, pp.2069-2078

Belge Tipi: Makale

Yayın Tarihi: 12/2024

Belge Dili: İngilizce

Document ID (Org No.): 2001333518

pISSN: 2147-9429

Sayı

Yazarlar:

Arzu Güncü | Asena Soyluk | Alper Çelik | Erkan Okay Mutlu

Yayıncı:

Gazi University

Ana Başlıklar:

Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | Mimari Mühendislik | Yapı Mühendisliği

Dergi:

Politeknik Dergisi Vol.27 Issue 6, pp.2069-2078

Belge Tipi:

Makale

Yayın Tarihi:

12/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001333518

pISSN:

2147-9429