![]() |
[email protected] |
![]() |
3275638434 |
![]() |
![]() |
Paper Publishing WeChat |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Strengthening and Restoration of Historical Structures—Mirahor Ilyas Beg Mosque in Korça
Enea Mustafaraj, Yavuz Yardım
Full-Text PDF
XML 225 Views
DOI:10.17265/2159-5836/2013.12.007
Epoka University, Tirana, Albania
The Mirahor Ilyas Beg Mosque, built in 1496 in Korça, is one of a few Ottoman mosques still existing in Albania and the only Ottoman monument in the city. The mosque was built using cut stone and brick. It has a strong image; a cubic mass rising over a square plan. Inside there are found pictures of the mosque in the past and different famous mosques. During its existence, it was damaged from many earthquakes occurring at this area. Due to amortization, the mosque’s structural properties were weakened and architectural values were dimmed. Proper strengthening methods need to be applied, not only to improve structural conditions, but also to preserve architectural features of the mosque. In this paper assessment of existing conditions of the structure is carried out. Based on the obtained results, solutions for the structural problems are investigated. As for restoration, the repair methods to be applied were examined taking into consideration at what extent the historical values of the building will be preserved. The proposed strengthening methods are the ones which would affect the least the mosque’s historical values.
heritage, masonry buildings, structural assessment, mosque retrofit, restoration
Gülkan, P., & Wasti, S. T. (2009). Seismic assessment and rehabilitation of historic structures. Structural Longevity, 1(2), 111-134.
Hafez, K., Yasin, M. F., & Bayraktar, A. (2010). Analysis and strengthening methods for historical masonry structures. 1st International Conference on Seismology and Earthquake Engineering.
Hrasnica, M., Zlatar, M., Kulukcija, S., Humo, M., & Madzarevic, M. (2010). Seismic strengthening and repair of typical stone masonry historical buildings in Bosnia and Herzegovina. 8th International Masonry Conference in Dresden.
International Association for Earthquake Engineering. (1980). Guidelines for Earthquake Resistant Non-Engineered Construction, Revised edition of “Basic concept of Seismic codes” Volume I part 2, Indian Institute of Technology Kanpur Kanpur, India.
Islam, R. (2008). Inventory of FRP strengthening methods in masonry structures (MSc Thesis, Technical University of Catalunya).
Kaya, S. M. (2009). Inventory of repair and strengthening methods with iron and steel (MSc Thesis, Technical University of Catalunya).
Keypour, H., Fahjan, Y. M., & Bayraktar, A. (2007). Analysis and strengthening methods for historical masonry structures. 5th International Conference on Seismology and Earthquake Engineering, Teheran, Iran.
Lourenco, P. B. (2005). Assessment, diagnosis and strengthening of Outeiro Church, Portugal. Construction and Building Materials, 19, 634–645.
Manahasa, E. (2005). The existing mosques built during the Ottoman Empire period in Albania (MSc Thesis, Istanbul Technical University).
Mazzolani, F. M., Sendova, V. I., & Gavrilovic, P. (2009). Design by testing of seismic restoration of Mustafa Pasha Mosque in Skopje. International Conference on Protection of Historical Buildings; PROHITECH 09,169-176.
Menegotto, M., & Monti, G. (2005). Strengthening concrete and masonry with FRP: A new code of practice in Italy. Conference AMCM ’05, Gliwice, Poland.
Mustafaraj, E. (2012). A case study on structural assessment of Ottoman Mosques in Albania (MSc thesis, Epoka University).