Seismic Assessment of Monastery of Stoudios (Imrahor Mosque) in Istanbul

Article Preview

Abstract:

Monastery of Stoudios, dated back to the reign of Eastern Roman Empire, is known to be the oldest surviving –albeit partially- religious building in Istanbul. During sixteen centuries, the building has been exposed to several earthquakes, fires and other minor disasters which have caused considerable damages and partial destruction in some of its sections. As a part of a general master plan for the structural condition assessment of historical buildings and monuments of Istanbul, this study aims to evaluate the seismic resistance of the monastery against future excitations. The expected failures and corresponding preventive/controlling repairs and strengthening measures will also be discussed in the article.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 133-134)

Pages:

721-726

Citation:

Online since:

October 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2010 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] (2008) The Byzantium 1200 website. [online] Available: http: /www. arkeo3d. com/byzantium 1200/studion. html.

Google Scholar

[2] Agrawal, S K (2005). Seismic rehabilitation of heritage buildings in India- Problems and prospects, in Proc. SAHC : Possibilities of numerical and experimental techniques, Modena, Lourenço & Roca (eds), 3-14.

Google Scholar

[3] Boore, D M, Joyner, W B, and Fumal, T E (1997). Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work., Seismological Research Letters, 68(1), 128-153.

DOI: 10.1785/gssrl.68.1.128

Google Scholar

[4] Croci, G (1998). The Conservation and Structural restoration of architectural heritage, Computational Mechanics Publications, Southampton.

Google Scholar

[5] Feilden, B M (1989). Conservation of Historic Buildings., Butterworth & Co. Ltd, England.

Google Scholar

[6] Jurina, L(2003). Il consolidamento delle strutture fortificate, [online]. Available : http: /www. jurina. it/ pubblicazioni/Consolid_strutt_fortific_Como_2002. pdf.

Google Scholar

[7] Kalkan, E, and Gülkan P (2004). Site-Dependent Spectra Derived from Ground Motion Records in Turkey., Earthquake Spectra, 20(4), 1111-1138.

DOI: 10.1193/1.1812555

Google Scholar

[8] Kucukdogan, B (2008).

Google Scholar

[9] Löffler, K (2007). Catholic Encyclopedia [Online]. Available: http: /en. wikisource. org/ wiki/Catholic_Encyclopedia_(1913)/Studion.

Google Scholar

[10] Sevgili, G, Kucukdogan, B, and Karaesmen, E (2005). Old Masonry in Seismic Zones, in Proc. Earthquake Engineering: Essentials and Applications, Earthquake Engineering Research Center, METU, July 18-20.

Google Scholar

[11] Unay, A I (2002). Seismic resistance of historical constructions., METU Faculty of Architecture Press , Ankara, Turkey (in Turkish).

Google Scholar