Structural Analyses and Assessment of Historical Kamanlı Mosque in Izmir, Turkey
Publication: Journal of Performance of Constructed Facilities
Volume 24, Issue 4
Abstract
Historical structures are one of the most precious pieces of cultural accumulation. In this study, an interdisciplinary work was conducted to assess the structural condition of a historical masonry structure, Urla Kamanlı Mosque in İzmir, Turkey. The structure is a member of group of structures, Yahşi Bey Complex, which includes a Turkish bath, a tomb, two fountains, and a primary school. The structure dates back to early 14th century to mid-15th century. History investigation, measurement survey, long-term settlement, and moisture observations were conducted. Nondestructive and destructive material tests were performed on stone, brick, and mortar. 3D finite-element model of the structure was used to investigate the critical locations of the structure under its self-weight, seismic load, and settlement load. Linear elastic and nonlinear settlement analyses were conducted to investigate the reason for massive cracks challenging the structural integrity.
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Acknowledgments
We would like to thank The Scientific and Technical Research Council of Turkey (TUBITAK) for funding the project (Grant No. UNSPECIFIEDICTAG I-591). Also we would like to thank the Department of Architectural Restoration of Izmir Institute of Technology for their collaboration and providing mechanical properties of mortar. We would like to thank the Materials Research Center of Izmir Institute of Technology for SEM imaging and XRD analyses.
References
Alkan, M. (1994). “Geological report of parcel 6 in town of Urla, city of Izmir.” Rep. Prepared for Urla Municipality Archives, Urla Municipality, Izmir, Turkey.
Andreu, A., Gil, L., and Roca, P. (2007). “Computational analysis of masonry structures with a funicular model.” J. Eng. Mech., 133(4), 473–480.
Berto, L., Saetta, A., Scotta, R., and Vitaliani, R. (2002). “An orthotropic damage model for masonry structures.” Int. J. Numer. Methods Eng., 55, 127–157.
Binda, L., Saisi, A., and Tiraboschi, C. (2000). “Investigation procedures for the diagnosis of historic masonries.” Constr. Build. Mater., 14(4), 199–233.
Çakmak, A. S., Davidson, R., Mullen, C. L., and Erdik, M. (1993). “Dynamic analysis and earthquake response of Hagia Sophia.” Proc., Seminar on Protection of Architectural Heritage against Earthquake, Ministry of Public Works and Settlement of Turkish Republic, Ankara, Turkey, 19–37.
Erim, F. (1995). “Turkish era structures in Urla-1.” B.Sc. thesis, Ege Univ., Izmir, Turkey.
Ersoy, U. (1990). “Diagnosis, assessment and emergency interventions for the historic masonry structures.” Proc., Structural Conservation of Stone Masonry, Int. Technical Conf. in Athens, Greece, ICCROM Publication, Rome, 13–19.
European Committee for Standardization. (1996). Eurocode 6: Design of masonry structures, CEN, Brussels, Belgium.
FEA Ltd. (2002). LUSAS theory manual 1, Surrey, U.K.
Giambanco, G., Rizzo, S., and Spallino, R. (2001). “Numerical analysis of masonry structures via interface models.” Comput. Methods Appl. Mech. Eng., 190, 6493–6511.
Giordano, A., Mele, E., and Luca, A. (2002). “Modeling of historical masonry structures: Comparison of different approaches through a case study.” Eng. Struct., 24, 1057–1069.
Heyman, J. (1982). The masonry arch, Ellis Horwood Limited, Chichester, U.K.
International Society for Rock Mechanics (ISRM). (1981). “Rock characterization, testing and monitoring: ISRM suggested methods.” E. T. Brown, ed., Pergamon, Oxford, U.K.
Ispir, N. (2000). “Geological report of parcel 24 in town of Urla, city of Izmir.” Rep. Prepared for Urla Municipality Archives, Urla Municipality, Izmir, Turkey.
Koçak, A. (1999). “The linear and non-linear analysis of the historical buildings under static and dynamic loading: The study of Küçük Ayasofya Mosque.” Ph.D. thesis, Institute of Science, Yıldız Technical Univ., İstanbul, Turkey.
Lourenço, P. B. (1996). Computational strategies for masonry structures, Delft University Press, Delft, The Netherlands.
Lourenço, P. B., Vasconcelos, G., and Ramos, L. (2001). “Assessment of the stability conditions of a Cistercian Cloister.” Proc., 2nd Int. Congress on Studies in Ancient Structures, Istanbul, Turkey, Yıldız Technical Univ., 669–678.
Ministry of Public Works and Settlement, Government of Republic of Turkey. (1998). Specification for structures to be built in disaster areas, Ankara, Turkey.
Mistler, M., Butenweg, C., and Meskouris, K. (2006). “Modeling methods of historic masonry buildings under seismic excitation.” J. Seismol., 10, 497–510.
Paret, T. F., Freeman, S. A., Searer, G. R., Hachem, M., and Gilmartin, U. M. (2008). “Using traditional and innovative approaches in the seismic evaluation and strengthening of a historic unreinforced masonry synagogue.” Eng. Struct., 30, 2114–2126.
RILEM Commission 25 PEM. (1980). “Tests defining the structure.” Mater. Constr., 13(75), 175–253.
Roca, P. (2001). “Analysis of gothic structure.” Proc., 2nd Int. Congress on Studies in Ancient Structures, Istanbul, Turkey, Yıldız Technical Univ., 291–300.
Schueremans, L., Balen, K. V., Brosens, K., Gemert, D. V., and Smars, P. (2007). “The Church of Saint James at Leuven: Structural assessment and consolidation measures.” Int. J. Architectural Heritage., 1, 82–107.
Sofronie, R. A., Popa, G., Nappi, A., and Facchin, G. (2001). “Dynamic behavior of church steeples.” Proc., 2nd Int. Conf. Studies in Ancient Structures, Istanbul, Turkey, Yıldız Technical Univ., 399–410.
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© 2010 ASCE.
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Received: Jul 24, 2009
Accepted: Dec 23, 2009
Published online: Jan 9, 2010
Published in print: Aug 2010
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