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MERZİFONLU KARA MUSTAFA PAŞA CAMİ TAŞIYICI SİSTEMİ ÜZERİNE İRDELEME

Year 2013, Volume: 5 Issue: 1, 112 - 120, 01.03.2013

Abstract

İslam mimarisinde ana yapılar genellikle farklı şekilde camiler ve külliyelerden oluşmaktadır. Bu nedenle, bu tarz yapılara hemen hemen bütün İslam şehirlerinde rastlamak mümkündür. Ancak, geçen zaman içerisinde bu tür yapıların büyük bir bölümü zarar görmekte ve statik ve dinamik yükler etkisi altında risk altında bulunmaktadırlar. Bu yapıların doğru bir şekilde korunması için öncelikli olarak yapısal davranışlarının doğru bir şekilde belirlenmesi oldukça önemlidir. Bu nedenle, bu çalışmada Merzifon ilçe merkezinde bulunan Kara Mustafa Paşa Cami ele alınmış ve caminin yapısal davranışına odaklanılmıştır. Bu amaçla, Kara Mustafa Paşa Cami sayısal ortamda modellenmiş ve hazırlanan model üzerinde statik ve dinamik analizler yapılarak caminin yapısal performansı araştırılmıştır.

References

  • Menç, H., (2000), "Tarih İçinde Amasya", Birinci Baskı, Net Ofset Yayıncılık, Ankara.
  • Çerkez, M., (2005), "Merzifon’da Türk Devri Mimari Eserleri", Doktora Tezi, Sosyal
  • Bilimler Enstitüsü, Ankara Üniversitesi, Ankara. ANSYS, 2010, Finite Element Analysis Program, USA.
  • Çamlıbel, N., (1998), "Sinan Mimarlığında Yapı Strüktürünün Analitik İncelenmesi",
  • Doçentlik Tezi, İTÜ, Fen Bilimleri Enstitüsü, İstanbul. Krestevska, K., Taskov, L.J., and Gramatikov, K., (2007), "Experimental and numerical investigations on the Mustafa Pasa Mosque Large Scale Model" Workshop COST C26, 30-31 March 2007, Prague.
  • Peker K. and Togrol, E., (2012), "Performance based approaches to structural analysis of historical structures and a case study", http://www.erdemli.com/dosya/5Z2K4U5W.pdf
  • Akan, A.E., "Tarihi Ahşap Sütunlu Camilerin Sonlu Elemanlar Analizi ile Taşıyıcı Sistem Performansının Belirlenmesi", SDU International Technologic Science, Vol. 2, No 1, February 2010, pp. 41-54
  • Azevedo J. and Sincraian G., (2001), "Modelling the Seismic Behaviour of Monumental
  • Masonry Structures", In Proc. of the International Millennium Congress, Paris, France Maria L., Beconcini, S.B., and Salvatore, W., (2001), "Structural characterisation of a medieval bell tower: First historical, experimental and numerical investigations", Proc. 3rd
  • Int. Seminar, Structural Analysis of Historical Constructions, Portugal, pp. 431-444
  • Aras, F., Krstevska, L., Altay, G., Taskov, L., (2011), "Experimental and Numerical
  • Modal Analyses of a Historical Masonry Palace", Construction and Building Materials, Volume 25, Issue 1, January 2011, pp. 81-91
  • Votsis, R.A., Kyriakides, N., Chrysostomou, C.Z., Tantele, E., and Demetriou, T., (2012), " Ambient vibration testing of two masonry monuments in Cyprus", Soil Dynamics and Earthquake Engineering, Volume 43, December 2012, Pages 58–68
  • Lourenco, P.B.,(2002) "Computations on historic masonry structures", Progress in
  • Structural Engineering and Materials, Volume 4, Issue 3, pages 301–319 Ural, A., Doğangün, A., Görkem, S.E., (2006), "Stone Masonry Arch Bridges in Turkey and Analysis of a Sample Bridge Including Nonlinear Behavior", 1st International
  • Conference on Restoration of Heritage Masonry Structures Cairo, Egypt, April 24-27, 2006
  • Reale, E., Paguni, C., and Floridia, S., (2001), "Static and dynamic analysis of S. Peter tower in Modica, Ragusa, Sicily, Ragusa, Sicily. Historical Constructions,. Proceedings of the rd International .
  • Mosoarca, M., and Gioncu, V., (2010), "Seismic management and damage prevention of religious buildings situated in seismic areas", Proceedings of the International Conference on
  • Risk Management, Assessment and Mitigation, Bucharest Toker, S., and Ünay, A.İ., (2004), "Mathematical modeling and finite element analysis of masonry arch bridges", Gazi University Journal of Science, Vol. 17, No. 2
  • Krstevska, L., Taskov, L.J., (2009), "In situ testing of the mosque in the village of
  • Mazhici in Kosovo by ambient vibration measurements", Report IZIIS 2009-50.
  • Taskov, L.J., Krstveska, L., De Matteis, G., Gramatikov, K., Mazzolani, F., (2009),
  • "Shake Table Test of a Model of Fossanova Church in Reduced Scale”, Proceedings, Protection of Historical Buildings, Conference Prohitech 09, Rome, Italy, 2009

STRUCTURAL ANAYSIS AND ASSESSMENT OF HISTORICAL KARA MUSTAFA PASHA MOSQUE IN MERZIFON, TURKEY

Year 2013, Volume: 5 Issue: 1, 112 - 120, 01.03.2013

Abstract

Main structures in the Islamic architecture are generally composed of different style mosques and complexes of buildings adjacent to mosques. Hence, these structures can be found in every ancient Islamic city. However, over the past years, these structures have had some damages and many historical mosques have been at risk due to static and dynamic effects. Thus, better understanding of their structural behaviors is crucially important in order to determine the protection requirements for these structures. Therefore, this study mainly focuses on the structural behaviors of Kara Mustafa Pasha Mosque in Merzifon, Amasya, Turkey. The main purpose of this paper is to investigate structural behaviors of the domed mosque and to determine the static and dynamic effects. For this purpose, Kara Mustafa Pasha Mosque has been numerically modeled and it has been analyzed by means of static and dynamic analyses methods.

References

  • Menç, H., (2000), "Tarih İçinde Amasya", Birinci Baskı, Net Ofset Yayıncılık, Ankara.
  • Çerkez, M., (2005), "Merzifon’da Türk Devri Mimari Eserleri", Doktora Tezi, Sosyal
  • Bilimler Enstitüsü, Ankara Üniversitesi, Ankara. ANSYS, 2010, Finite Element Analysis Program, USA.
  • Çamlıbel, N., (1998), "Sinan Mimarlığında Yapı Strüktürünün Analitik İncelenmesi",
  • Doçentlik Tezi, İTÜ, Fen Bilimleri Enstitüsü, İstanbul. Krestevska, K., Taskov, L.J., and Gramatikov, K., (2007), "Experimental and numerical investigations on the Mustafa Pasa Mosque Large Scale Model" Workshop COST C26, 30-31 March 2007, Prague.
  • Peker K. and Togrol, E., (2012), "Performance based approaches to structural analysis of historical structures and a case study", http://www.erdemli.com/dosya/5Z2K4U5W.pdf
  • Akan, A.E., "Tarihi Ahşap Sütunlu Camilerin Sonlu Elemanlar Analizi ile Taşıyıcı Sistem Performansının Belirlenmesi", SDU International Technologic Science, Vol. 2, No 1, February 2010, pp. 41-54
  • Azevedo J. and Sincraian G., (2001), "Modelling the Seismic Behaviour of Monumental
  • Masonry Structures", In Proc. of the International Millennium Congress, Paris, France Maria L., Beconcini, S.B., and Salvatore, W., (2001), "Structural characterisation of a medieval bell tower: First historical, experimental and numerical investigations", Proc. 3rd
  • Int. Seminar, Structural Analysis of Historical Constructions, Portugal, pp. 431-444
  • Aras, F., Krstevska, L., Altay, G., Taskov, L., (2011), "Experimental and Numerical
  • Modal Analyses of a Historical Masonry Palace", Construction and Building Materials, Volume 25, Issue 1, January 2011, pp. 81-91
  • Votsis, R.A., Kyriakides, N., Chrysostomou, C.Z., Tantele, E., and Demetriou, T., (2012), " Ambient vibration testing of two masonry monuments in Cyprus", Soil Dynamics and Earthquake Engineering, Volume 43, December 2012, Pages 58–68
  • Lourenco, P.B.,(2002) "Computations on historic masonry structures", Progress in
  • Structural Engineering and Materials, Volume 4, Issue 3, pages 301–319 Ural, A., Doğangün, A., Görkem, S.E., (2006), "Stone Masonry Arch Bridges in Turkey and Analysis of a Sample Bridge Including Nonlinear Behavior", 1st International
  • Conference on Restoration of Heritage Masonry Structures Cairo, Egypt, April 24-27, 2006
  • Reale, E., Paguni, C., and Floridia, S., (2001), "Static and dynamic analysis of S. Peter tower in Modica, Ragusa, Sicily, Ragusa, Sicily. Historical Constructions,. Proceedings of the rd International .
  • Mosoarca, M., and Gioncu, V., (2010), "Seismic management and damage prevention of religious buildings situated in seismic areas", Proceedings of the International Conference on
  • Risk Management, Assessment and Mitigation, Bucharest Toker, S., and Ünay, A.İ., (2004), "Mathematical modeling and finite element analysis of masonry arch bridges", Gazi University Journal of Science, Vol. 17, No. 2
  • Krstevska, L., Taskov, L.J., (2009), "In situ testing of the mosque in the village of
  • Mazhici in Kosovo by ambient vibration measurements", Report IZIIS 2009-50.
  • Taskov, L.J., Krstveska, L., De Matteis, G., Gramatikov, K., Mazzolani, F., (2009),
  • "Shake Table Test of a Model of Fossanova Church in Reduced Scale”, Proceedings, Protection of Historical Buildings, Conference Prohitech 09, Rome, Italy, 2009
There are 23 citations in total.

Details

Other ID JA89JV38SY
Journal Section Articles
Authors

Burçin Şenol Şeker This is me

Adem Doğangün This is me

Ferit Çakır This is me

Publication Date March 1, 2013
Published in Issue Year 2013 Volume: 5 Issue: 1

Cite

IEEE B. Ş. Şeker, A. Doğangün, and F. Çakır, “MERZİFONLU KARA MUSTAFA PAŞA CAMİ TAŞIYICI SİSTEMİ ÜZERİNE İRDELEME”, IJTS, vol. 5, no. 1, pp. 112–120, 2013.

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