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Dergiler / Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi / 2010 / Cilt: 12 - Sayı: 2

GELENEKSEL TÜRK KONUTUNDA KULLANILAN VE KARGİR SİSTEMİ DESTEKLEYEN AHŞAP YAPISAL ELEMANLARIN ÖNEMİ VE BOZULMA NEDENLERİ

IMPORTANCE AND DETERIORATION PROBLEMS OF WOODEN SUPPORTING ELEMENTS WITHIN THE MASONRY SYSTEM OF TRADITIONAL TURKISH HOUSES

Özgül Yılmaz KARAMAN
Mine Tanaç ZEREN
Sayfa
75–87
Yayın Tarihi
2010-05-01
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

The study is produced from the field researches that have been carried out for the research project, which is titled as “Conservation Methods of Wooden Architectural Elements of the Traditional Turkish Houses” and supported by TUBİTAK

📌 3 Maddede Bu Makale

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Amaç & Hipotez:floor, projections and tiled roof In addition to timber framed buildings, strengthening the structural system of masonry buildings by using timber elements is very common in Traditional Turkish Houses, since the earthquake is one of the most important design criteria.
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Temel Bulgular & Veri:The use of the horizontal timber joists (beams) which are embedded within the masonry load bearing walls give the building the ability of resist the horizontal forces that occur during the earthquakes.
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Sonuç & Katkı:The study is produced from the field researches that have been carried out for the research project, which is titled as “Conservation Methods of Wooden Architectural Elements of the Traditional Turkish Houses” and supported by TUBİTAK
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Ahşap destek elemanları · Geleneksel Türk Evi · Wooden supporting elements

Özet

floor, projections and tiled roof In addition to timber framed buildings, strengthening the structural system of masonry buildings by using timber elements is very common in Traditional Turkish Houses, since the earthquake is one of the most important design criteria. The use of the horizontal timber joists (beams) which are embedded within the masonry load bearing walls give the building the ability of resist the horizontal forces that occur during the earthquakes. This beams called as “hatil” in traditional houses. With this idea, in addition to timber floor and roof constructions, it is aimed to look at the conservation issues of timber supporting elements in masonry structures, by examining some examples from Western Anatolia, and to emphasize the importance of them to make the building standing still. The study is produced from the field researches that have been carried out for the research project, which is titled as “Conservation Methods of Wooden Architectural Elements of the Traditional Turkish Houses” and supported by TUBİTAK

Abstract

Traditional Turkish House has become an icon with its masonry walls that surrounds the ground floor, projections and tiled roof In addition to timber framed buildings, strengthening the structural system of masonry buildings by using timber elements is very common in Traditional Turkish Houses, since the earthquake is one of the most important design criteria. The use of the horizontal timber joists (beams) which are embedded within the masonry load bearing walls give the building the ability of resist the horizontal forces that occur during the earthquakes. This beams called as “hatil” in traditional houses. With this idea, in addition to timber floor and roof constructions, it is aimed to look at the conservation issues of timber supporting elements in masonry structures, by examining some examples from Western Anatolia, and to emphasize the importance of them to make the building standing still. The study is produced from the field researches that have been carried out for the research project, which is titled as “Conservation Methods of Wooden Architectural Elements of the Traditional Turkish Houses” and supported by TUBİTAK.

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Bu Makaleye Atıf Yap

KARAMAN, Ö. Y., ZEREN, M. T. (2010). GELENEKSEL TÜRK KONUTUNDA KULLANILAN VE KARGİR SİSTEMİ DESTEKLEYEN AHŞAP YAPISAL ELEMANLARIN ÖNEMİ VE BOZULMA NEDENLERİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi, Cilt: 12 - Sayı: 2, 75–87. https://ajindex.com/articles/659329

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Kaynakça (3)

  1. G. Arun (2005):” Yığma Kagir Yapı Davranışı”, Yığma Yapıların Deprem Güvenliğinin Arttırılması Çalıştayı. Ankara:
  2. ODTÜ. Bayındırlık ve İskan Bakanlığı (2006): “Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik”, Resmi Gazete (26100). R. Günay (2001): “Osmanlı Konut Mimarisinde Ahşap Kullanımının Sürekliliği”, M. Kiel, N. Landman, H. Theusnissen (Dü.), EJOS IV, Proceeding of the 11th International Congress of Turkish Art içinde, Utrecht, sf. 1-22.
  3. R. Hughes (2000): “Hatil Construction in Turkey”, Earthquake-Safe:Lessons To Be Learned From Traditional Construction International Conference on the Seismic Performance of Traditional Buildings, ICOMOS. Istanbul. İBB Koruma Uygulama Denetim Müdürlüğü (KUDEB) (2009): “Geleneksel Ahşap Yapı Uygulamaları”, İstanbul Büyükşehir Belediyesi. R. Langenbach (2002): “Survivors in the Midst of Devastation, A Comparative Assessment of Traditional Timber and Masonry Construction in Seismic Areas”, Proceedings of the Seventh U.S. National Conference on Earthquake Engineering. Boston. H. Sesigür, O. C. Çelik, F. Çılı (2005): “Esnek Döşemeli Tarihi Yığma Kargir Yapıların Güçlendirilmesi İzmit Sultan Abdülaziz Av Köşkü Örneği”, Deprem Sempozyumu Kocaeli, sf. 768-770.