Performance Evaulation of a Historical Tomb and Seismcity of the Region

Yıl 2016, , 59 - 65, 17.12.2016

Ercan Işık , Mehmet Cihan Aydın , Mustafa Ülker

https://doi.org/10.17678/beuscitech.297295

Cited By: 3

Öz

Hüseyin Timur Tomb was analytically investigated on engineering perspective.  Hüseyin Timur Tomb is the one of important monument of Turkish architecture. It also located within the Unesco cultural heritage.The most stressed elements are the bottom walls at the ground level with a maximum value of compressive stress of about 6.1 MPa. Also, displacement resultant distribution suggests that the maximum displacement of around 13 mm will occur at top of dome.  The goal of this study is take attention for special historical tomb in Ahlat that is open air museum. Evaluation of these structures was important for cultural heritage and transferring them to future. It  is  very  important  to  protect  them  by  taking  measures  from  structural  aspect . The paper also included seismicity of the region and properties of Ahlat stone. Due to results it can be said that tomb has a high vulnerability. 

Anahtar Kelimeler

Tomb, Cultural Heritage, Seismicity, Seismic Behavior, Hüseyin Timur

Kaynakça

• geological heritage qualified Ahlatstone in construction industry, III.International Symposium on Culture and Art of the Ahlat-Avrasya, September 2014, Bitlis, Turkey
• Barka, A. and Kadinsky-Cade, K.(1988): Strike-slip fault geometry in Turkey and its influence on earthquake activity, Tectonics, 7, 663–684,
• Betti, M., & Vignoli, A. (2008). Assessment of seismic resistance of a basilica-type church under earthquake loading: Modelling and analysis. Advances in Engineering Software, 39(4), 258-283.
• Betti, M., & Vignoli, A. (2011). Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy). Construction and Building Materials, 25(12), 4308-4324.
• Bozkurt, E.(2001) “Neotectonics of Turkey – a Synthesis”, Geodinamica Acta (Paris) 14, 3-30
• Carpinteri, A., Invernizzi, S., & Lacidogna, G. (2005). In situ damage assessment and nonlinear modelling of a historical masonry tower. Engineering Structures, 27(3), 387-395.
• Dhanasekar, M., & Haider, W. (2008). Explicit finite element analysis of lightly reinforced masonry shear walls. Computers & structures, 86(1), 15-26.
• Ertek, E., Fahjan M.Y. (2007), “Structural system of Ottoman minarets; classification, modeling and analysis”, Sixth National Conference on Earthquake Engineering, 16-20 October 2007, Istanbul,
• Feather, J., Managing the documentary heritage: issues fro the present and future. In: (Gorman, G.E. and Sydney J. Shep [eds.]), Preservation management for libraries, archives and museums. London: Facet. 2006, pp. 1-18.
• Giordano, A., Mele, E., & De Luca, A. (2002). Modelling of historical masonry structures: comparison of different approaches through a case study.Engineering Structures, 24(8), 1057-1069.
• http://www.tbb.gen.tr/english/tourism/religion/bitlis.html
• http://en.wikipedia.org/wiki/User:Cednel/Medieval_Muslm_cemetery_of_Ahlat ,
• http://neic.usgs.gov/neis/eq_depot/2004/eq_040701/neic_ kjdq_w.html,
• ICOMOS, International Cultural Tourism Charter. Principles And Guidelines For Managing Tourism At Places Of Cultural And Heritage Significance. ICOMOS International Cultural Tourism Committee. 2002.
• McClusky, S., Balassanian, S., Barka, A., Demir, C., Ergintav, S., Georgiev, I., G¨urkan, O., Hamburger, M., Hurst, K., Kahle, H., Kastens, K., Nadariya, M., Ouzouni, A., Paradissis, D., Peter, Y., Prilepin, M., Reilinger, R., Sanli, I., Seeger, H., Tealeb, A., Toksöz, M. N., and Veis, G.:(2000), “GPS constraints on plate kinematics and dynamics in the Eastern Mediterranean and Caucasus, J. Geophys. Res., 105, 5695–5719, 2000.
• Reilinger, R., McClusky, S., Vernant P., Lawrence, S., Ergintav, S., Cakmak, R., Ozener, H., Kadirov, F., Guliev, I., Stepanyan, R., Nadariya, M., Hahubia, G., Mahmoud, S., Sakr, K., ArRajehi, A., Paradissis, D., Al-Aydrus, A., Prilepin, M., Guseva, T., Evren, E., Dmitrotsa, A., Filikov, S. V., Gomez, F., Al-Ghazzi, R., and Karam, G.: GPS constraints on continental deformation in the Africa-Arabia-Eurasia continental collision zone and implications for the dynamics of plate interactions, J. Geophys. Res., 111, B05411, doi:10.1029/2005JB004051, 2006.
• Ramos, L. F., & Lourenço, P. B. (2004). Modeling and vulnerability of historical city centers in seismic areas: a case study in Lisbon. Engineering structures,26(9), 1295-1310.
• SAP 2000 V14.0.0 software, Structural analysis program
• Şengör, A. M. C., Görür, N., and Saroglu, F.: Strike-slip faulting and related basin formation in zones of tectonic escape: Turkey as a case study, in: Strike-slip faulting and basin formation, edited by:Biddle, K. T. and Christie-Blick, N., Soc. Econ. Pa., 37, 227–264, 1985.
• Şimşek, O., Erdal, M., (2010),“ Investigation Of Some Mechanical And Physical Properties Of The Ahlat Stone (Ignimbrite). Gazi University Journal of Science, 17(4), 71-78.
• Turkish Earthquake Code, (2007), Turkish earthquake code-specification for structures to be built in disaster areas, Turkey
• UNESCO, (2011), “Gonbad-e Qābus” World Heritage Convention Nomination of Properties for Inscription onThe World Heritage List, Tehran 2011 Iranian Cultural Heritage, Handicrafts And tourism Organization (http://whc.unesco.org/en/list/1398)
• Utkucu, M., Durmuş, H., Yalçın, H., Budakoğlu, E., Işık, E., (2013), “Coulomb static stress changes before and after the 23 October 2011 Van, eastern Turkey, earthquake (MW = 7.1): implications for the earthquake hazard mitigation”, Nat. Hazards Earth Syst. Sci., 13, 1889–1902, 2013, doi:10.5194/nhess-13-1889-2013