참고문헌
- AFAD (2013), Republic of Turkey Prime Ministry, Disaster and Emergency Management Precidency, Earthquake Department, http://www.deprem.gov.tr/sarbis/shared/DepremHaritalari.aspx. 09.11.2013.
- Anonym (2014), http://suluovagazetesi.com/giris.asp?kategori=9&kelime=&SF=277.
- ANSYS (2012), 14.0 Release, Finite Element Analysis Program, USA.
- Boothby, T.E., Yurianto, Y. and Erdogmus, E. (2005), "Experimental replication of masonry arch bridge spandrel wall collapse", TMS J., December 2005.
- Cakir, F. (2011), "Assessment of structural integrity and seismic retrofit of masonry bridges using micropiles", MSc., Thesis, Department of Civil, Architectural and Environmental Engineering, Graduate College of the Illinois Institute of Technology, Chicago, USA.
- Cakir, F. and Mohammadi, J. (2013), "Micropiles applications for seismic retrofitting of historical bridges", Int. J. Eng. Appl. Sci., 5(2), 1-8.
- Cakir, F., Seker, B.S. and Dogangun, A. (2014), "Assessment of structural performance of historical Ishan Church with experimental tests and numerical modeling", Gradevinar, J. Croatian Soc. Civ. Eng., 66(5), 433-443.
- Cakir, F. and Uysal, H. (2014), "Seismic performance of historical masonry clock tower with adjacent walls", Earthq. Struct., 7(2), 217-231. https://doi.org/10.12989/eas.2014.7.2.217
- De Felicia, G. (2009), "Assessment of the load-carrying capacity of multispan masonry arch bridges using fibre beam elements", Eng. Struct., 31(8), 1634-1647. https://doi.org/10.1016/j.engstruct.2009.02.022
- Dogangun, A., Acar, R., Sezen, H. and Livaoglu, R. (2008), "Investigation of dynamic response of masonry minaret structure", Bull. Earthq. Eng., 6(3), 505-517. https://doi.org/10.1007/s10518-008-9066-5
- Drucker, D.C. and Prager, W. (1952), "Soil mechanics and plastic analysis or limit design", Quart. Appl. Math., 10, 157-165. https://doi.org/10.1090/qam/48291
- Fanning, P.J. and Boothby, T.E. (2001), "Three-dimensional modelling and full-scale testing of stone arch bridges", Comput. Struct., 79(29), 2645-2662. https://doi.org/10.1016/S0045-7949(01)00109-2
- Fragonara, L.Z., Ceravola, R., Quattrone, A. and De Stefano, A. (2011), "Experimental testing of a masonry arch bridge model subject to increasing level of damage", 4th International Conference on Advances in Experimental Structural Engineering, Lombardy, Italy.
- Menc, H. (2000), Amasya: Throughout History, First Edition, Net Ofset Publishing, Ankara, Turkey. (in Turkish)
- Milani, G. and Lourenco, P.B. (2012), "3D non-linear behavior of masonry arch bridges", Comput. Struct., 110, 133-150.
- NEMC (2012), National Earthquake Monitoring Center, Bogazici University Kandilli Observatory and Earthquake Research Institute, Turkey, http://www.koeri.boun.edu.tr/sismo/Depremler/tLarge2.htm,05.11.2013.
- Pela, L., Aprile, A. and Benedetti, A. (2009), "Seismic assessment of masonry arch bridges", Eng. Struct., 31(8), 1777-1788. https://doi.org/10.1016/j.engstruct.2009.02.012
- Pela, L., Aprile, A. and Benedetti, A. (2013), "Comparison of seismic assessment procedures for masonry arch bridges", Constr. Build. Mater., 38, 381-394. https://doi.org/10.1016/j.conbuildmat.2012.08.046
- Reccia, E., Milani, G., Cecchi, A. and Tralli, A. (2014), "Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge", Constr. Build. Mater., 66, 567-586. https://doi.org/10.1016/j.conbuildmat.2014.05.096
- Seker, B.S., Cakir, F., Dogangun, A. and Uysal, H. (2014), "Investigation of a masonry domed mosque by experimental tests and numerical analyses", Earthq. Struct., 6(4), 335-350. https://doi.org/10.12989/eas.2014.6.4.335
- TS 699 (2009), "Methods of testing for natural building stones", Turkish Building Code, Turkish Standards Institution, Ankara, Turkey. (in Turkish)
- TS EN 1467 (2012), "Natural stone-rough blocks-specifications", Turkish Building Code, Turkish Standards Institution, Ankara, Turkey.
- TS EN 1469 (2006), "Natural stone products-slabs for cladding-requirements", Turkish Building Code, Turkish Standards Institution, Ankara, Turkey.
- TEC (2007), "Specification for structures to be built in disaster areas", Turkish Earthquake Code, Ministry of Environment and Urbanization of Turkey.
- Uysal, H. and Cakir, F. (2013), "Static and dynamic analyses of the historical Erzurum Watchtower", Found. Preservation Turkish Monum. Envir., TAC Foundation, 1, 72-80. (in Turkish)
피인용 문헌
- Seismic assessment and retrofitting measures of a historic stone masonry bridge vol.10, pp.3, 2016, https://doi.org/10.12989/eas.2016.10.3.645
- Assessment of seismic behavior stone bridge using a finite element method and discrete element method vol.14, pp.4, 2015, https://doi.org/10.12989/eas.2018.14.4.297
- Investigation on seismic isolation retrofit of a historical masonry structure vol.16, pp.4, 2015, https://doi.org/10.12989/eas.2019.16.4.501
- Minimum cost strengthening of existing masonry arch railway bridges vol.75, pp.2, 2015, https://doi.org/10.12989/sem.2020.75.2.271
- Effect of near-fault earthquakes on a historical masonry arch bridge (Konjic Bridge) vol.21, pp.2, 2015, https://doi.org/10.12989/eas.2021.21.2.125